Minutes of the 230th meeting of the State Level Expert Appraisal ...

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(230th meeting of SEAC-Gujarat, Dated 24.03.2015) Page 1 of 62

Minutes of the 230th meeting of the State Level Expert Appraisal Committee held on 24/03/2015 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 230th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 24th March, 2015 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following members attended the meeting:

1. Shri T. P. Singh, Chairman, SEAC.

2. Shri V. C. Soni, Member, SEAC.

3. Dr. Mayuri Pandya, Member, SEAC.

4. Shri Natarajan Pratap, Member, SEAC.

5. Shri V.N.Patel, Member, SEAC.

6. Shri R. J. Shah, Member, SEAC.

7. Shri K. C. Mistry, Secretary, SEAC.

The agenda of TOR/Scoping/Category 8 (a) cases, appraisal cases, TOR amendment case, TOR validity extension case and EC Validity extension case was taken up. Eleven (11) cases of TOR/Scoping/Category 8 (a), three (3) appraisal cases, one (1) TOR validity extension case, one (1) TOR amendment case and one (1) EC validity extension case i.e total seventeen cases were taken up. The applicants made presentations on the activities to be carried out along with other details furnished in the Form-1 / Form-1A, EIA report and other reports.

Additional information submitted by the project proponents of twenty five (26) projects were also taken up as agenda item.

1. Aarti Industries Ltd. (Unit-II) Plot No:756/4: A&B, 756/5: A&B, 756/6 & 779, GIDC –Jhagadia, Dist.: Bharuch

Appraisal

Project / Activity No.: 5(f)

Project status: Expansion

Chronology of EC Process:

This project proposed by M/s: Aarti Industries Ltd. (Unit-II) (herein after Project Proponent – PP)

has submitted Application vide their letter dated 21/05/2013.

The project was considered for TOR finalization in the meeting of the SEAC held on 20/07/2013.

EIA Report was submitted on 09/02/2015.

Project / Activity Details:

M/s. Aarti Industries Ltd. (Unit-II) has proposed to manufacture basic organic chemicals at Plot No:756/4A&B, 756/5: A&B, 756/6 & 779, GIDC –Jhagadia, Dist. Bharuch. . The list of proposed products is shown table below :

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SR NO LIST OF PRODUCTS QUANTITY IN MT/MONTH (TOTAL)

I Chlorination Products 1 Monochlorobenzene/

Ortho dichloro benzene/ Para dichloro benzene OR

6000

2 123/124 Trichloro benzene OR 3 Ortho chloro toluene /

Para chloro toluene OR 4 2-Chloro 4-Nitro Toluene OR 5 6-Chloro 2-Nitro toluene/

4-Chloro 2-Nitro Toluene OR 6 Pivalyl Chloride OR 7 2-Ethyl Hexanyl Chloride OR 8 Iso Nonyl Chloride OR 9 Di Isopropyl Benzene OR 10 Similar Range of Aromatic Chlorinated Products II Hydrogenated Products

1 Ortho Toludene OR 3000

2 Meta/Ortho/Para Chloro Aniline OR 3 3,4 Di Chloro Aniline/ 2,3 Di Chloro Aniline / 2,5

Di Chloro Aniline OR 4 2,4 Di Chloro Aniline/ 2,6 Di Chloro Aniline / 3,5

Di Chloro Aniline OR 5 2,4,5 Tri Chloro Aniline OR 6 Meta /Ortho / Para Phenylene Di Amine OR 7 3,4 Diamino Diphenyl Ether / 4,4 Diamino

Diphenyl Ether OR 8 Ortho /Para/ Meta Anisidine OR 9 Chloro Fluoro Aniline OR 10 Ortho / Para / Meta Cumidine OR 11 Para/ Meta Amino Phenol OR 12 Toludines OR 13 Aniline OR 14 Para/Meta/Ortho Floro Anilin OR 15 Di Floro Aniline (1:3) OR 16 Di Floro Benzene (1:3) OR 17 4-Floro-N-Isopropyl Aniline OR 18 4-Chloro-Nlsopropyl Aniline OR 19 2 Methoxy 4 Nitro Aniline (Scarlet R- from

partial hydrogenation of 24 Dinitro Anisole) OR 20 2,4 Di Amino Anisole OR 21 N-N Dises Butyl PPDA OR 22 Meta Xilidine OR 23 4 Chloro 2,5 Dimethoxy Aniline OR 24 N,N Di Sec tertiary Butyl Paraphenylene

Diamine OR 25 Other reduction products III Nitration Products 1 3,4 Di Chloro Nitro Benzene/2,5 Di Chloro Nitro

Benzene/2,3 Di Chloro Nitro Benzene OR 2000

2 2,4,5 Tri Chloro Nitro Benzene/2,3,4 Tri Chloro Nitro Benzene

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3 4-Nitro N- methyl Phthalimide 4 2 EHN (Ethyl Hexanol Nitration) IV Nitro Anisoles 1 Ortho Nitro Anisole OR

1200

2 Para Nitro Anisole OR 3 2,4-Di Nitro Anisole OR 4 2 Methoxy 5 Chloro Nitro Benzene (from 25

DCNB) V Calcium Chloride (90% basis) Or HCI (30%) 6000 or 12106 VI De Nitro Chlorination 1 2,6 Di Chloro Floro Benzene

1200

2 2,6 Di Chloro Benzonitrile 3 Meta Dichloro Benzene 4 2,4 Difluoro Chloro Benzene 5 2,4 Dichloro Fluoro Benzene 6 1.3 Dichloro 4,6 Diflouro Benzene 7 Para Fluoro Chloro Benzene 8 Ortho Fluoro Chlroro Benzene

Total 19400 or 25506 VII By-products 1 Al2O3 182 2 NaCl 3751 3 ONP 41 4 Spent acid 775

The proposed project falls under project / activity no. 5(f) in the Schedule of the EIA Notification, 2006

The expected project cost is Rs 40 Crore. The total plot area of the unit is 102513 sq.m. Unit has

proposed 12518 sq.m for green belt development. At present there is a Hydrogen gas plant for which unit

has obtained CC&A of the GPCB. Unit has also proposed Purification of O/P/M Phenelyne Di amine

within the same premises for which unit has obtained CTE of the Board. At present unit uses 120 KL/day

of fresh water and 161 KL/day of recovered water for Hydrogen plant. Unit has proposed additional 123

KL/day of fresh water and 129 KL/day of recovered water for purification plant. Total water requirement

(industrial + domestic) after proposed expansion will be 1366 KL/day. Water requirement will be met

through GIDC supply. Total waste water generation at present is 17.35 KL/day. The unit has proposed

zero liquid discharge for Industrial waste water. Domestic waste water is disposed off into soak pit system

at present. Industrial waste water generation from the purification plant will be 9 KL/day (8 KL Industrial &

1 KL Domestic). Total 25.3 KL/day effluent (9.3 KL from Hydrogen plant, 14 KL from Cooling tower blow

down and 2 KL from ejector) will be sent to RO-1 plant. RO reject (1.2 KL) will be sent to Evaporator.

Permeate water (24.1 KL) will be sent to cooling tower. Industrial effluent generated from proposed

expansion will be 375 KL/day and it will be treated separately in proposed facility comprising primary,

secondary, tertiary treatment plants, RO plants and MEE (Capacity : 70 KL/day) to achieve zero

discharge. i.e. 168 KL/day of effluent from process & washing will be treated in ETP followed by RO-2,

RO-4 & MEE. 207 KL/day effluent from utilities will be treated in RO-3, RO-4 and MEE. Total domestic

waste water of 30 KL/day will be treated in proposed STP and will be used for gardening purpose.

At present Natural gas of 7169.28 SCM/hr is used as raw material for manufacturing of Hydrogen gas.

Diesel of 200 lit./hr is used as fuel in 2 no.s of DG sets having capacity 650 KVA each. Unit has proposed

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two steam boilers (30 TPH each) and 4 DG sets (cap. 1000 KVA each). Total coal consumption will be

36.81 MT/hr (11.12 MT/hr each two boilers and 14.57 MT/hr for CaCl2 Dryer) and additional diesel

consumption will be 1080 lit./hr. Unit has proposed separate ESP as APCM for each Boiler and Wet

scrubber as APCM for CaCl2 dryer vent. Unit has proposed separate set of falling film absorber followed

by Alkali Scrubber to control emission of HCL from CaCO3 reactor vent and to control emission of HCl &

Cl from Chlorinator vent. Unit has also proposed caustic scrubber to control emission of NOx from

Nitration vent.

The hazardous waste generation after proposed expansion will be ETP waste (2930 MT/year), process

residue (1631 MT/year), discarded container/bags (24MT/Year), used oil (16MT/Year), spent catalyst

(235 MT/Year), silica (4683 MT/Year), Distillation residue & waste (1404 MT/year) and Insulation waste

(20 MT/Year). ETP waste, Silica and Insulation waste will be disposed off at the nearby common TSDF.

Discarded barrels / containers / bags / liners will be either reused or returned back to suppliers or sold

only to the authorized vendors after decontamination. Used oil will be sold only to the registered recyclers.

Spent catalyst will be sale out to registered regenerators. Process residue and Distillation residue will be

sent to authorized CHWIF. Generated by-products will be sent to actual users. Spent acid of 775

MT/Month will be sent to their sister concern unit M/s: Aarti Industries Limited (Unit-III) , Plot no. 756/6,

GIDC-Jhaghadia, Dist.: Bharuch. Sodium Chloride of 2069 MT/Month will be sent to their sister concern

unit M/s: Aarti Industries Ltd. (Alchemie Organics Div.), plot no. 902, Phase-II, GIDC Vapi. Ortho Nitro

Phenol of 41 MT/Month will be sent to M/s: Apex Pharmachem Pvt. Ltd. plot no. 193/1, Phase-II, GIDC

Vapi.

Observations/Discussions:

The project was appraised as per the prescribed TOR, EIA report, information submitted and presentation

made by the project proponent. While discussing about compliance of the existing environmental

conditions, PP informed that they have been issued 3 notices by GPCB. On asking about the reason and

compliance, PP could not furnish the copies of the same and compliance report thereof. Committee asked

to submit the copies and point wise compliance report of notices served by the GPCB. Safety aspects of

the inflammable and toxic chemicals have been discussed. PP presented that hydrogen and liquid

chlorine will be taken through pipeline. The committee suggested to provide proper height and barrier for

the transportation of Chlorine and to take all safety measures related to chlorine conveyance. The

committee also suggested to provide automatic shut-off mechanism linked with pressure increase in

chlorine pipeline. Committee noted that PP has not covered baseline study of VOC which is a project

specific parameter. Committee asked to submit compliance of relevant TOR regarding baseline study. It

was observed that they have not included Coal linkage, type of coal, coal handling management, fly ash

management etc in the EIA report.

The study period considered for EIA was March 2014 to May 2014. Air quality monitoring was carried out

at six locations. The average concentration of PM10, PM2.5, SO2 and NOx, HCl are within prescribed limit

at all locations. As per the metrological data it shows that the average wind speed during study period

was 2.76 m/s with wind direction blowing to NE. The HCl and Chlorine are monitored on project site only

and values were found 6 μg/m3 and 1 μg/m3 respectively. The soil samples of various locations at and

around the project site are analyzed and reported in EIA. Report reveals that the soil quality is appropriate

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and no abnormality in terms of soil contaminants is reported. Estimation of emissions from the plant has

been made by Industrial Source Complex – Short Term (ISC-ST3) model. Dispersion modeling studies

reveals that the maximum GLC occurs in the NE, East & South direction. The maximum incremental

increase in concentration at a distance of 1 Km for SO2 & PM is 3.0 and 1.7 μg/m3, whereas in NOx it is

1.1 μg/m3 at a distance of about 1 Km in the East. Concentration of HCl & Cl2 was observed to be 0.07

μg/m3 & 0.011 μg/m3 at a distance of 383 m in the east. Unit has also included Risk Assessment, Disaster

Management Plan, Occupational Health and Safety management in EIA report. Scenarios identified for

consequence analysis are Release of Solvents, Release of Hydrogen and Chlorine. While discussing

about spent solvent, PP informed that solvent recovery will be apprx.98% which will be carried out in-

house. After detailed deliberations the Committee decided to appraise the project on satisfactory

submission of the following:

1. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure notices etc. served by the GPCB to the existing unit in last five years and actions taken thereafter for prevention of pollution. Give Point wise compliance status of all the conditions stipulated in CTE/CCA of GPCB.

2. Baseline study for VOC in the study area, Modelling indicating the likely impact on ambient air quality due to proposed activities and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

3. Complete water balance diagram (including reuse-recycle) i.e. Exact quantity of Fresh water requirement and quantity of water to be recovered from evaporator, RO permeate, steam condensate, process condensate etc. Give characteristics of treated waste water to be utilised for gardening/plantation on land within premises.

4. Technical details of proposed STP and details about availability of sufficient open land and suitability for utilizing treated effluent for plantation / gardening. How it will be ensured that treated effluent won't flow outside the premises linked with storm water during high rainy days.

5. A confirmed coal linkage along with the supportive documents (Copy of the firm MOU signed between the coal supplier and the project proponent) of long term supply of coal for the project requirements should be provided. Give quantity (MT/day) and quality (CV, Sulphur content, Ash content, etc,) of coal to be used along with flue gas emission details.

6. Plan for compliance to coal handling guidelines of the GPCB. Detailed plan for prevention and control of fugitive emission / dusting at each and every stage of coal handling including unloading / loading, transportation, stacking/storage/conveyance/ transfer within the plant along with detailed specifications & schematic diagram of water sprinkler system arrangement.

7. Technical details of ESP along with its adequacy, details of its operational controls with DCS, system for online monitoring of the pollutants from the stack etc. Details of provisions to be kept in ESP to ensure that in any case the air emission does not cross the GPCB norms including provision of standby field in the ESP, preventive maintenance, failure / tripping control system, guarantee from the ESP supplier, alternative arrangements in case of the failure / tripping of the ESP etc.

8. Fly ash management plan and copies of MOU / agreements done with actual consumers regarding utilization of fly ash & bottom ash etc. should also be incorporated.

9. Complete Management plan for By-products/Spent acids to be generated along with characteristics of the by-products and feasibility of their actual use in respective products as a raw material. Copies of agreement / MoU / letter of intent from end-users/buers showing their willingness to accept said by-

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product / waste with their monthly requirements.

10. Proposal for provision of online monitoring system for monitoring of the pollutants from the flue gas and process gas stacks with an arrangement to reflect gaseous emission parameters on company's server, which can be accessed by the GPCB on real time basis and time bound action plan for the same.

2. Glade One Vill:Modasar & Nani Devti, Sanand, Ahmedabad

Appraisal

It is a proposed township and area development project comprising of 517 nos. of villas, a restaurant with

100 seats capacity and golf club. Land area of the project is 9,82,688.0 m2 and built up area will be

73,441.49 m2. The proposed project falls in project activity 8(b) as per the schedule of EIA

Notification,2006.

The project was taken up in the SEAC meeting held on 18/07/2014 and during the meeting, the project proponent was asked to submit the exact aerial distance of the project site from the Nal Sarovar Bird Sanctuary. The project proponent was instructed not to carry out any construction or enabling activities in violation of the EIA Notification, 2006 before obtaining Environmental Clearance from the SEIAA-Gujarat. After detailed discussion, the project proponent was asked to include the Terms of Reference, prescribed during the meeting, in the EIA study to be done covering 5 km radius from the boundary of the proposed project site.

The project proponent submitted the EIA report prepared by Ramans Enviro Services Pvt. Ltd. to this office on 12/02/2015.

Details of the proposed project as presented before the committee is tabulated below:

Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential 3. Project / Activity

No. [8(a) or 8(b)] 8(b)

4. Name of the project

“Glade One” Development of Residential area with Golf Course

5. Name of Developer

Safal Construction Pvt. Ltd.

6. Estimated Project Cost (Rs. In Crores)

@ Rs 300 Crores

7. Whether construction work has been initiated at site? If yes, details thereof

Construction work has not yet been started.

8. Project Details Luxurious bungalows for higher income group in a plot area @ 525 m2. It will also have golf course and mixed use areas like restaurant, event lawns, internal roads and other such benefits of the residents of the proposed project area.

9. Building Details Nos. of Buildings: 1 for club house with area around 1,825 m2. Nos. of residential plots: @517 units(No construction to be carried out by the

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builder) Scope of buildings/blocks: The Residential plot will accommodate bungalows of G+1. No. & type of Commercial Units: Nil Details of amenities if any : Golf Course, restaurant, internal roads.

10. No. of expected residents / users

At full occupancy number of persons will be 2585. However, being a weekend residential project considering 30% occupancy number of users during weekend will be 776.

11. Water & waste water details during construction phase

Water requirement (KL/day): 44.5 Source of water: By Borewell Waste water generation quantity (KL/day): 10.53 Mode of disposal: Soak pit Details of reuse of water, if any: W/W generated from washing of

equipment will be reused for curing after necessary treatment.

12. Water & waste water details during operation phase

Total water requirement (KL/day): 1401.78 (residential-139.68 KL/day, restaurant-5.60 KL/day, function/event lawn-35.0 KL/day, estate staff & visitors-19.5 KL/day, Golf course maintenance & green belt development – 1,202.0 KL/day)

Fresh water requirement (KL/day): 1,241.96 Source of water: Narmada Water Resource Supply & Kalpsar Department Waste water generation quantity (KL/day): 160.0 Mode of disposal: will be treated in the proposed onsite STP and treated

sewage will be reused for green belt development. In case of STP provision, capacity of STP: 8 nos. of decentralized STP of

50 KL/day capacity. STP Technology: MBBR technology followed by MBR and disinfection

system. Purposes for treated water utilization: Green belt development. Quantity of treated water to be reused:159.82 KL/day Provision of dual plumbing system (Yes/No): No Quantity and type (treated/untreated)of water to be discharged: Treated

sewage will be used for development of greenbelt and during the monsoon season the treated sewage confirming to GPCB norms will be discharged into the storm water drain.

13. Status of water supply and drainage line

Water requirement will be met through water supply from Narmada Water Resource Supply & Kalpsar Department. Sewage to be generated will be treated in the proposed onsite decentralized STPs within premises and treated sewage will be used for greenbelt development.

14. Solid waste Management

Construction Phase: Generation

(m3) Quantity to be reused (m3)

Mode of Disposal / Reuse

Top Soil

There will be generation of @ 5.83 lacs m3 of surplus soil during excavation which will be 100% utilized for filling, leveling as well as

landscaping purposes within the project site.

Other excavated earth Construction debris Steel scrap Discarded packing materials

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Operation Phase: Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste The municipal solid waste will be around 1.5 MT/day considering 10% occupancy for the

weekend residential plots. STP sludge will be used as manure.

Wet waste STP Sludge

Details of segregation if to be done: No Capacity and no. of community bins to be placed within premise: 2 nos. of

bins with 20 lit. capacity to each of residential plot. Landfill site where waste will be ultimately disposed by local authority: It

will be sent to the Sanitary Landfill Site of AMC through to recognized contractor.

15. Parking Details There will be a provision of at least 2 cars parking space for each residential plot and for club house(accommodating about 200 persons max.) there will be a provision for car parking as per the NBC requirement.

16. Traffic Management

Traffic survey was carried out at the approach road i.e Sanand- Bavala road in the vicinity of the proposed project site for describing traffic density. The traffic survey shows existing traffic @ 81 PCU/hour for sanand -bavala road. These roads can accommodate @ 1500 PCU/ hour as per specification given IRC 86:1983.

17. Energy Requirement, Source and Conservation

Power supply: From Uttar Gujarat Vij Company Limited Maximum demand:100 KVA during construction phase and during the

operation phase it will be 3200 KVA(To be availed in phased manner along with the development of residential plots)

DG Sets: No. and capacity of the DG sets: 1×125 KVA Fuel & its quantity: LDO - 15 lit/hr.

18. Fire and Life Safety Measures

All the necessary fire fighting arrangements will be made as per the requirement of NBC.

19. Rain Water Harvesting (RWH)

Details on proposed rain water harvesting system along with a calculation on available rain water will be a part of EIA report.

20. Green area details

Total Green belt/Green Area will be @ 1 lakh sq.m. Which is @10% of the total plot area. There will be development of Golf Course in @ 2.98 lakh sq.m area which will add to the lawn covered area of the project site.

21.

Budgetary allocation for Environmental Management Plan (Rs. in lacs)

Budgetary allocation of Rs. 9 lakhs /annum is proposed for monitoring of ambient air quality, soil quality, noise, raw & treated sewage.

During the meeting, it was presented that the project site is at a distance of about 32 km from Nal Sarovar Bird Sanctuary & about 23 km from Thol Bird Sanctuary. The committee was of the view that the project proponent should ensure that fresh water utilization for maintenance of Golf course is as minimum as possible by use of harvested rain water for the purpose. At this the project proponent replied that provision of 12 artificial lakes, which are interconnected, has been made to store the rain water which will be used for maintenance of Golf course. After detailed discussion, it was decided to further appraise the project only after submission of the following:

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1. How it will be ensured that the utilization of fresh water from Narmada Water Resource Supply & Kalpsar Department for maintenance of Golf Course shall be minimized by use of harvested rain water. Complete back up details of the artificial lakes to be created within the premise like number of lakes, their volume & size, water storage capacity, mode of interconnection of the lakes with its line diagram, annual & daily water requirement for maintenance of Golf Course, break up of fresh water & harvested rain water to be used for maintenance of Golf Course etc.

2. Plan for rain water harvesting and ground water recharge with proper scientific calculations considering rainfall in the region, catchment area, land / soil characteristics, ground water recharge rate, duration of rain water harvesting etc. Details of provisions of pre-treatment of the rainwater in the case of surface run off is to be harvested.

3. How it will be ensured that treated/untreated sewage shall not find its way to storm water drain.

4. Detailed survey of endangered species including their habitat, if any in the study area, impacts of the proposed project on the same along with mitigation measures and conservation measures like proposal for creating wetland patches, artificial nests etc. in the project.

3. Radha Raman Textile

Market

TPS .block. no. 137,138,136,133/2,135,140,38,39, f.p,263,264,265,273 ,316,317 , moje-saroli, Ta. Choryasi, Surat.

Appraisal

The SEIAA, Gujarat has accorded environmental clearance to M/s Indo Overseas Construction Company vide order no. SEIAA/GUJ/EC/8(b)/301/2012 dated 25/10/2012 for the commercial building construction project with total built up area of 1,36,375.29 m2 at T.P.S.No.35, B.No.137,138,187,136,133/2,135,140,38,39, F.P.No.263,264,265,273,316, 317, Moje-Saroli, Ta. Choryasi, Dist:Surat.

The project proponent vide their letter dated 18/04/2014 requested for amendment in the Environmental Clearance order dated 25/10/2012 for the proposed changes in the scope and planning of the project. It was stated that the built up area of the project will be 4,39,628.26 m2 after the proposed changes in the project.

The request of amendment was taken up during the SEAC meeting held on 28/08/2014 and during the meeting it was observed that the built up area of the project after the proposed changes will be 4,39,628.26 m2 which is more than 1,50,000 m2 and covered under the project activity 8(b) as per the schedule of the EIA Notification-2006. During the meeting, after detailed discussion, the Terms of Reference were prescribed for the EIA study to be done covering 5 Km radial distance from the project boundary.

The project proponent submitted the EIA report prepared by M/s Earthcare Enviro Solutions Pvt. Ltd. to this office on 18/02/2015.

Comparison of existing & proposed project details is tabulated below: AS PER GRANTED EC REVISED EC DATA Total Plot Area 69,010.00 m2 69,031.00 m2 Net Plot Area 64,837.00 m2 69,031.00 m2 Built Up Area 1,36,375.29 m2 4,39,628.26 m2 F.S.I. Area 1,13,410.57 m2 2,76,063.97 m2 Ground Coverage Area 18,208.29 m2 30,017.84 m2 Basement Area 14,322.68 m2 1,28,200.62 m2 No. of Floors G + 07 + Basement [Bldg. A]

G + 02 [Bldg. B]

G + 09 [Bldg. A & B & C] Double Basement [Bldg. A, B & C]

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Total No. of Building and Textile Houses (T.H)

Total no. of Bldg.: 02 Nos. Total no. of T.H. : 2732 Nos.

Total no. of Bldg.: 03 Nos. Total no. of T.H. : 3451 Nos.

Maximum Bldg. Height 36.69 m 49.70 m Parking Area 43,761.93 m2 1,41,833.76 m2 Lawn Area 6,902.01 m2 6,902.01 m2 Tree Plantation Area 1,238.85 m2 1,238.85 m2 Total Greenbelt Area 8,140.86 m2 8,140.86 m2 D. G Set 4 x 125 KVA 6 x 125 KVA

CONSTRUCTION PHASE: Water Requirement 15.00 m3/day 16.50 m3/day Wastewater Generation 2.60 m3/day 3.60 m3/day Municipal Solid Waste Generation

45.00 kg/day 60.0 kg/day

Disposal mode of Sewage Soak Pit Soak Pit OPERATION PHASE:

Water Requirement 416.38 m3/day 328.0 m3/day Wastewater Generation 379.00 m3/day 233.0 m3/day Disposal mode of Sewage SMC U/G drain SMC U/G drain Sewage treatment Plant capacity

-- 500.0 m3/day

Treated Water Reused in Toilet Flushing

-- 180.0 m3/day

Treated water Reused in Gardening

-- 33.0 m3/day

Municipal Solid Waste Generation

1.64 T/day 2.1 T/day

Details of the project as presented before the committee is tabulated below:

Sr. No

Particulars Details

1. Proposal is for Expansion

2. Type of Project Commercial / Township / Area Development

3. Project / Activity No. [8(a) or 8(b)]

8(b)


Radha Raman Textile Market


M/s. Indo Overseas Construction Company


Rs. 427.2 Crore


Under Construction as per EC granted

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8. Project Details Land / Plot Area (m2): 69,031.0 Net Plot Area (m2): 69,031.0 FSI area (m2): 2,76,063.97 Non FSI area (m2): 1,30,934.18 Total BUA (m2): 4,39,628.2

Permissible Proposed FSI Area 2,77,000 2,76,063.97 Ground Coverage 31,063.95* 30,017.84 Common Plot Area 6,907.21 8140.86 Max. building height -- 49.70

9. Building Details

No. of Buildings: 3 No. of Blocks: 3 Scope of buildings/blocks: Commercial textile houses for textile traders to

store their grey/Finished cloth. 2 level basement + ground floor + 9 floors. No. & size of Residential Units: -- No. & type of Commercial Units: 3451 Nos. of textile houses Details of amenities if any: -


Expected residents: -- Expected shop users: 10353 Expected visitors: 5000


Water requirement (KL/day): 16.50 Source of water: By Borewell Waste water generation quantity (KL/day): 3.60 Mode of disposal: Soak pit Details of reuse of water, if any: W/W generated from washing of equipment

will be reused for curing after necessary treatment. 12. Water & waste

water details during operation phase

Total water requirement (KL/day): 541.0 Fresh water requirement (KL/day): 328.0 Source of water: water supply from S.M.C Waste water generation quantity (KL/day): 433.0 Mode of disposal: U/G drainage line of SMC In case of STP provision, capacity of STP: STP Capacity – 500 KL/Day STP Technology: Anaerobic treatment followed by high oxidation Purposes for treated water utilization: Treated sewage will be utilized for

gardening and toilet flushing Quantity of treated sewage to be reused:1.Gardening (KL/day): 33 2. Flushing (KL/day): 180 Provision of dual plumbing system (Yes/No): Yes Quantity and type (treated/untreated)of water to be discharged: 233.0

KL/day treated sewage will be discharged into the SMC drainage line. Mode of disposal: U/G drainage line of SMC


SMC water supply and drainage lines are @ 200.0 m away from the plot boundary.





Top Soil 4,070.0 4,070.0 Reuse for developing garden area

Other excavated earth

3,91,011.89 7,396.03 will be used for

Disposed to other project sites

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refilling the low lying

areas within the premises.

Construction debris

4616 2198 Reused as a filler up to plinth level or reused in outer road development

Steel scrap 176 -- Sold to local scrap vendors

Discarded packing materials

110 -- Sold to local vendors





Dry waste 1,655.00 Blue colour bucket

Through S.M.C door to door waste collection system

Wet waste 415.60 Green colour bucket

Through S.M.C door to door waste collection system

STP sludge What so ever The settled sludge from the bottom of the collection tank will be used as manure for the garden.

Details of segregation if to be done: Separate bins will be provided to collect dry and wet waste.

Capacity and no. of community bins to be placed within premises: 2.0 m3 in each building

Landfill site where waste will be ultimately disposed by local authority: Khajod Landfill Site of S.M.C.

15. Parking Details Total parking area requirement for the project as per GDCR: 82,819 m2

Parking area requirement for Commercial units as per GDCR: 82,819 m2 Total number of CPS requirement for the project as per NBC : 1,105 Number of CPS requirement for commercial units as per NBC: 1,105 Total Parking area provided (m2) & No. of ECS: 1,41,833.76 m2 & 4,636 ECS Parking area provided in basement (m2) & No. of ECS: 1,25,226.76 m2 &

3,914 ECS Parking area provided in hollow plinth (m2) & No. of ECS: -- Parking area provided as open surface (m2) & No. of ECS: 16,607.00 m2 &

722 ECS. 16. Traffic

Management Width of adjacent public roads: 24.00 m wide road is passing in N direction

and 18.00 m wide road is passing in S direction. Number of Entry & Exit provided on approach road/s: 4 Width of Entry & Exit provided on approach road/s: 7.5 m Minimum width of open path all around the buildings for easy access of fire

tender (excluding the width for the plantation): 7.5 m Width of all internal roads: 7.5 m.

Page 13 of 62


17. Details of Green Building measures proposed.

Use of fly ash based material, provision of flush tank instead of direct flushing in toilets, provision of aerated cock (foam type) in wash basin and pressure reducing valves in water pipeline, provision of STP, provision of rain water harvesting & ground water recharge schemem.


Power supply Maximum demand: 15000 KVA Connected load: 25 HP Source: D.G.V.C.L

Energy saving measures: Use of LED light and solar light for common area lighting.

DG Sets No. and capacity of the DG sets: 06 x 125 KVA Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & quantity - 55 L/h in each.


Fire extinguishers at each Floor, hose reel, wet riser opening at each floor, yard hydrant, automatic sprinkler system at all floors in passages of both the buildings & in basement. (quantity: 7821 nos., 50 m3 per head cap.) , manually operated electric fire alarm system, automatic fire detection & alarm system, underground static water storage tank of 150 KL capacity, terrace water storage tank of 15 KL

20. Details on staircase

Bldg.

No.

No. of floor

Floor Area (m2)

No. of staircase/ Escalators

Width of

Staircase

(m)

No. of Fire lift Propos

ed

No. of passeng

er Lift

No. of Good

s Lift

Maximum TravelDistance up to the Staircase

A G+09 13949.8

9

06 – Staircases

2.00 04 02 08 28.41

03 – Escalators

1.50

B G+09 13949.8

9

06 – Staircases

2.00 04 02 08 28.41

03 – Escalators

1.50

C 4th - 9th floor

2118.06 03 –

Staircases 2.00 -- -- -- 27.36


Level of the Ground water table: 27 m No. & dimensions of RWH tank(s) : 18 no. of RWH tanks;

Size of pit: 4m x 3m x 3m Size of Bore: 350 mm dia. Size of pipe: 150 mm dia.

No. and depth of percolations wells: 18 no. of percolating wells, depth will kept 5 m above ground water table.

Details on Pre-treatment facilities: A de-silting chamber will be provided to de-silt and remove floating material through bar screen.

Page 14 of 62



Tree covered area (m2) : 1,238.85 Area covered by shrubs and bushes (m2): -- Lawn covered area (m2): 6,902.01 Total Green Area (m2): 8,140.86 Green Area % of plot area: 11.80 % No. of trees and species to be planted: 207 nos. trees will be planted. Tree

species like Asopalav, Bamboo bas, coconut palm, neem, champa, jambudi, gulmohar, saragvo etc.

23.


Rs. 121.0 lacs and Rs. 7.0 lacs are proposed as capital cost and recurring cost per annum for the activities like rain water harvesting & ground water recharge, green belt development, solid waste generation & management, water & air pollution management.

24. Dust control measures.

Regular water sprinkling, covered shed for cement unloading, covering the excavated earth with tarpaulin sheet etc.

25. Use of Eco friendly building materials

Use of fly ash bricks, aerated blocks, paving blocks, lead free paints etc.

26. Details on the amenities to be provided to construction workers.

Provision of Personal Protective Equipments, first aid box, free medicines, doctor service along with the basic amenities like tap water, sanitation & drinking water facilities, lunch space etc.

27. Documents related to land possession

N.A order for B. Nos. 137,138,187,136,133/2,135,140 is in the name of M/s Indo-Overseas Construction Company. A copy of subregistrar’s index shows N.A land of B.No.39 in the name of the developer. Sale deed between the land owners and the developer for non agricultural land of block no. 38 has been submitted.

28. Details of EIA report

Study period: 9th March 2014 to 9th June 2014 Study area: 5 km radial area from the boundary of the project site. Environmental attributes considered for EIA study: Air, water (surface &

ground water), noise, land, land use, biological environment, socio-economic aspects etc.

Observations: baseline ambient air quality in terms of PM10, PM2.5, SOx & NOx was well within the NAAQM standards. All physico-chemical parameters for surface & ground water were within the desirable limits of BIS 10500 for drinking water. Noise level at all the eight sampling locations were found well within the norms prescribed by CPCB.

Traffic study: Traffic study carried out on Surat-Kadodara 60 m wide road shows that the existing Level Of Service (LOS) of Excellent “A” will be changed to LOS of Very Good “B” after the proposed project comes into existence.

29. Other details A copy of order from Urban Development and Urban Housing Department of Government of Gujarat has been submitted which shows that the additional FSI of about 3.7 is allowed for the project and for the exceeding beyond permissible limit shall be charged @ of 40% of jantry shall have to paid to the competent authority.

Structural stability certificate for construction of buildings with basement + ground floor + 9 floors has been submitted.

During the meeting, the project proponent was asked to install fire proof certified electrical fittings for the

Page 15 of 62


proposed project. Further they were suggested to make provision of CO sensors with alarm system and

adequate air ventilation & lighting in the basement, to which the project proponent replied that they have

already proposed to make the provision of the same. They were also asked to make sure that the fire

water reserve should not be used for any purpose other than fire fighting. After detailed discussion on

various aspects regarding the project it was decided to recommend the project to SEIAA Gujarat for grant

of Environmental Clearance.

4. ONGC Ltd. Hazira Hazira Process Plant, Hazira Notified rea, Nr. Vill : Bhatpore, Dist : Surat

TOR Validity Extension

Project / Activity No.: 1(d)


M/s: Oil and Natural Gas Corporation Ltd., Hazira (herein after Project Proponent – PP) had submitted application vide their letter dated 15/05/2012.


TOR amended in the SEAC meeting dated 24/06/2013.

PP has applied for extension of validity of TOR with revised Form-1 vide their letter dated 26/02/2015.

The project proponent was issued TOR to set up stand-by gas based Combined Cycle Power Plant

(CCPP) of 51 MW capacity near the existing Cogeneration plant at Hazira gas processing complex vide

SEAC’s letter dated 27/06/2012 and subsequently amended vide SEAC’s letter dated 22/06/2013.

The project proponent vide their letter dated 23/01/2015 requested the SEAC to extend the validity of

TOR by one year. During the meeting, it was presented that the EIA study is in progress and additional

time is required for completing the report and finalization of the EIA report. It was also presented that

there is no change in project components and environmental set up of the project area. Considering that

the additional TOR were prescribed in the SEAC meeting held on 24/06/2013, which was valid for two

years and considering that additional time is required for completing EIA study and & finalization of EIA

report, the committee decided to extend the validity of the TOR for further one year subject to the

condition that validity shall not be extended further. The TOR shall therefore lapse on 23/06/2016.

5. Gujarat State Fertilizers & Chemicals Limited

P.O.Fertilizernagar, Vadodara TOR Amendment



M/s: Gujarat State Fertilizers & Chemicals Limited (herein after Project Proponent – PP) has submitted application vide their letter dated 17/05/2014.


PP has applied for amendment in TOR with revised Form-1 & Pre Feasibility Report vide their letter dated 23/02/2015.

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This is an existing integrated multi-products manufacturing complex and now unit has proposed to expand

production capacity of Melamine as below:

Sr. No.

Plant Name Product Unit Production Capacity

Existing Proposed Total

1 Ammonia – III Ammonia MT/year 33000 -- --

2 Ammonia – IV Ammonia MT/year 450000 -- --

Argon* NM3/year 3200000 -- --

3 Urea – I Urea MT/year 103200 -- --

4 Urea – II Urea MT/year 264000 -- --

5 Melamine – I Melamine MT/year 5000 40000 55000

6 Melamine – II Melamine MT/year 10000

Molten Urea (Produced as Intermediate)

MT/Year ---- 50000 50000

7 Phosphoric Acid

Phosphoric Acid MT/year 54000 -- --

Phosphogypsum*

MT/year 253260 -- --

8 DAP/ASP/MAP/ NPK

ASP MT/year 216000 -- --

9 Sulphuric Acid-III Sulphuric Acid MT/year 132000 -- --

10 Sulphuric Acid-IV Sulphuric Acid MT/year 445500 -- --

11

Cogeneration – I

Power - 15 MWH

(131400MWPY)

-- --

Steam -

130 MT/Hr

(1138800 MTPY)

-- --

12

Cogeneration – II

Power - 25 MWH -- --

Steam - 130 MT/Hr -- --

13

Cogeneration – III Power - 50 MWH

(438000MWPY)

-- --

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Steam - 130 MT/Hr (1138800

MTPY)

-- --

14

Caprolactum – I Caprolactum MT/year 20000 -- --

15 Caprolactum – II

Ammonium Sulfate

MT/year 80000 -- --

Nitric Acid MT/year 8300 -- --

Ammonium Sulfate

MT/year 116000 -- --

Caprolactum MT/year 50000 -- --

Nitric Acid MT/year 8300 -- --

16 Nylon – 6 Nylon – 6 Continuous/Batch)

MT/year 8000 -- --

17

MEK Oxime – I MEK Oxime MT/year 1200 -- --

MEK Expansion MEK Oxime MT/year 6500 -- --

18 Urea Phosphate Urea Phosphate MT/Year 1500 -- --

19. Methanol Methanol MT/year 191625 -- --

20. HAS Crystal HAS Crystal MT/year 1200 -- --

Unit is having CC&A from GPCB which is valid upto 06.06.2016 for existing products. Proposed

expansion will be carried out within the existing premises and no additional land is required. Approx. 7952

sq. m area will be made available by scrapping of old Ammonia plant-I & II within the existing premises.

The proposed cost of project will be Rs. 900 Crores. GSFC have two Melamine plants (I & II) with

capacity 5000 MTPA and 10000 MTPA at existing complex. Now the unit proposes for expansion of

Melamine plant with additional 40000 MTPA. Thus total capacity of Melamine plant after expansion will be

55000 MTPA. Basic raw materials are Ammonia, Carbon Dioxide & Caustic Soda (NaoH). By-products

from existing unit are Argon, Phosphogypsum, Ammonium Sulphate & Nitric Acid. There will be no By-

products from the proposed expansion.

Total water requirement after the proposed expansion will increase from 32000 KL/day to 36126.8 KL/day

( i.e. additional fresh water requirement is 4133.8 KL/day) which includes industrial Industrial- 4126.8

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KL/day & Domestic- 7 KL/day, which will be met through existing water supply source French well at

Mahi River. At present GSFC have installed two ETP for treatment of existing effluent from varios plants.

At present dilute liquid streams from urea, Capro-I, Utility, SA, CEO utility are collected in New Pump

House (NHP) pond along with treated effluent from old BOD & NETP while other streams like Cooling

tower blow down, storm water, treated sewage are collected in Old Pump House (OPH) pond. Then

composite treated effluent from NPH & OPH is disposed to common channel of Vadodara Enviro Channel

Limited (VECL) for ultimate disposal to estuary of Mahi River. Total 1922.4 KL/day of effluent will be

generated from the proposed expansion. 210 KL/day of effluent generated from steam condensate will

be directly reused in Melamine plant. 1922.4 KL/day of effluent (CT blow down & waste water from

manufacturing process) will be further treated in RO plant of capacity 1950 KL/day. RO permeate

(1345.68 KL/day) will be reused inCooling tower while RO reject (576.72 KL/day) will be disposed to

VECL common channel along with treated effluent of existing plants. Additional domestic waste water-6

KL/day will be sent to existing STP of capacity 3175 KL/day within existing premises made for GSFC

Township.

At present natural gas is used as fuel in Salt Furnace of Melamine plant –I & II. Consumption of natural

gas will be increased from 675 SCM/hr to 1784 SCM/hr in Melamine plant-I & II. Unit has proposed one

gas fired heater furnace & one DG set (Cap. 900 KVA) in addition to existing 12 DG sets. Consumption of

HSD will be increased from 1950 Lit./hr to 2250 Lit./hr. At present Filters are provided as APCM with

existing Dryer outlets of Melamine plant-I & II. Unit has proposed Ammonia scrubbers & filters as APCM

for scrubbing of Ammonia and Melamine Dust respectively. At present ETP sludge, Used oil Discarded

containers, Spent catalyst, Organic waste & Sulphur muck are the hazardous waste generated. After

proposed expansion additional haz. Waste generation categories will be Activated Carbon, Molten Salt &

Dowtherm.


Technical presentation by the PP included general information, details of products and raw materials,

Waste generation, hazards & control, analysis of pollution parameters before and after treatment,

resource consumption and conservation, Risk estimation, proposed ToRs etc. On asking about the need

for revised ToR, PP informed that Technology for Melamine production process adopted in this new plant

is high pressure (HP) technology and reaction is non-catalytic compared to existing plant technology

which is low pressure, gas phased and catalytic reaction. The proposed plant will be using Ammonia and

CO2 as main raw material to produce Melamine in high pressure reactors and off gases from this process

are recycled back to minimize the raw material consumption. Molten urea derived as an intermediate

product will be used as raw material for captive consumption in existing plant. PP further informed that

this being a non-catalytic reaction, the quality of the product can be achieved faster and shutdown

requirement to maintain quality in the existing plant technology will be avoided. Committee noted the

expected changes like Project capital cost, utility, raw materials consumption, by-product, water

requirement, water balance, mass balance etc. Committee emphasized on safety aspect for this new high

pressure liquid phase reactions. Committee discussed about occupational health hazard due to existing

activities and proposed expansion. On asking about ammonia leakage, PP informed that they are having

sensors with auto cut off system to control any leakages. Project proponent informed that they have

completed baseline environmental monitoring during March 2014 to May-2014. Further PP requested that

proposed expansion will be within the existing industry which is located in notified industrial area and thus

Page 19 of 62


public hearing shall be exempted as per MoEF&CC Office Memorandum no. J – 11013/36/2014-IA-I

dated 10/12/2014. Committee noted that GSFC (Baroda) is established and notified prior to 14/09/2006

and hence, the exemption from public consultation is available to this project as per the OM dated

10/12/2014. After deliberation on various aspects it was decided to delete ToR no. 48 and following

additional TOR were prescribed in addition to the TOR prescribed previously in the SEAC meeting held

on 27/08/2014:

1. Detailed technical justification for the proposed change in technology to be used for Melamine plant and relevant changes.

2. Description of High Pressure (HP) Melamine Technology along with management plan of molten urea, scrubbed ammonia and the off gases produced as a result of the reaction.

3. Identification of hazards in HP melamine technology along with handling, processing and storage of hazardous material and safety system provided to mitigate the risk.

4. Details of existing Occupational & Safety Hazards. What are the exposure levels of above mentioned hazards and whether they are within Permissible Exposure level (PEL). If these are not within PEL, what measures the company has adopted to keep them within PEL so that health of the workers can be preserved.

5. Annual report of health status of workers with special reference to Occupational Health and Safety.

6. Plan and fund allocation to ensure the occupational health & safety of all contract and casual workers.

The above mentioned project specific TORs/additional TORs and the model TORs available in the

MoEF’s sector specific EIA Manual for Synthetic Organic Chemical industry shall be considered as

generic TORs for preparation of the EIA report in addition to all the relevant information as per the

generic structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be appraised

on receipt of the EIA/EMP report.

6. Jetpur Dyeing & Printing Association

Jetpur Dyeing and Printing Association, Kanakia Plot, Jetpur, Dist: Rajkot.

EC Validity Extension

Project / Activity No.: 7(h)

Chronology:

SEIAA, Gujarat has accorded Environmental clearance to M/s: Jetpur Dyeing and Printing Association (JDPA) for setting up of Common Effluent Treatment Plant vide vide letter no. SEIAA/GUJ/EC/7(h)/246/2009, dated 01/09/2009.

PP has applied for extension of validity of Environmental Clearance vide their letter dated 13/08/2014.

During the meeting, It was observed that the environmental clearance to the project was accorded for for

setting up of Common Effluent Treatment Plant at (i) Survey No. 143/P-2, Bhatgam, Taluka: Bhesan,

District: Junagadh -30 MLD capacity (ii) Survey No. 969/P-2/P2 and 969/P2/P3, Jetpur (Monpar Derdi),

District: Rajkot-20 MLD capacity.The said environmental clearance vide letter no.

SEIAA/GUJ/EC/7(h)/246/2009, dated 01/09/2009 which was valid for five years from the date of issue i.e.

31/08/2009.

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On asking about the present status, PP informed that as per the Environmental Clearance JDPA had

constituted SPV unit namely Bhatgam Washing Ghat Sudhikaran Yojna Pvt. Ltd. and they have already

constructed CETP with 30 MLD capacity at village Bhat and now they are planning to commission this

CETP at village Bhat. PP informed that they have not started the construction work at Village Derdi for

proposed CETP. Committee asked the reason for not starting the work at village Derdi. PP informed that,

they could not start the construction work at vill. Derdi due to objection raised by the people of Vill. Derdi

and matter is pending with Honorable High Court of Gujarat. Committee referred the Honorable High

Court order dated 03/02/2015. According to the Honourable High Court order dated 03/02/2015, the

Honourable court extended one opportunity to the respondents i.e. JDPA to comply with the direction with

regard to the Derdi or to submit alternative plan. The committee was of the view that the issues have

been raised as far as the village Derdi was concern, before consideration of the case for extension of

validity of environmental clearance, Jetpur Dyeing and Printing Association (JDPA) should submit the

documents showing that there is no dispute in the vicinity especially by the farmers for the CETP.

After detailed deliberations the Committee unanimously decided for further consideration of their case for

extension of validity of environmental clearance only after satisfactory submission of the following:

1. An affidavit from the People of Derdi village regarding “No Objection” for this proposed CETP at village Derdi.

7. Span Chemicals) Plot No:27,C/1,B-6 Pandesara, Chorasi, Surat

Screening & Scoping


M/s: Span Chemicals (herein after Project Proponent – PP) has submitted application vide their letter dated 13/08/2014.

Project Proponent did not remain present in the SEAC meeting dated 18/10/2014.



This is an existing unit engaged in Dyes intermediates and now proposes for expansion and addition of new products as below:

Sr. no.

Products Existing MT/Month

Proposed MT/Month

Total MT/Month

1. Anthranilic Acid 7 23 30 2. 5 – Sulpho Anthranilic

Acid 4 16 20

3. Phthalimide 1 0 1 4. Sodium Hypochlorite 0 200 200 5. G-Salt 0 30 30 6. Schaeffer’s Acid 0 30 30 7. Sulpho Tobias Acid 0 5 5 By-Products 1. R-Salt 0 3 3

Total plot area is 800.8 sq. m. The total cost of the proposed expansion is 1.60 Crores. Total water

Page 21 of 62


consumption after proposed expansion will be 15.5 KL/day (Existing: 4.35 KL/day + Proposed: 19.55

KL/day). Fresh water will be sourced from GIDC water supply. Total industrial effluent generation will be

17.61 KL/day (Existing: 4 KL/day + Proposed: 13.61 KL/day) which will be treated in existing ETP.

Necessary modifications and/up gradation will be carried out in existing ETP. Domestic waste water will

be treated along with industrial effluent. Treated effluent will be sent to the CETP of M/s. Pandesara

Infrastucture Ltd. (PIL) for further treatment and final disposal.There is no Boilers/heaters and no fuel

requirement at present and for the proposed expansion. Unit has proposed scrubber system for control of

process gaseous emissions from Sulphonator.Hazardous waste to be generated will be ETP sludge (45

MT/Year), Used Oil (0.07 MT/Year) and Discarded containers/Bags/Liners (5 MT/Year). Unit has obtained

membership of TSDF of BEIL.




resource consumption and conservation, Risk estimation etc. PP has mentioned unrealistic data of

hazardous waste quantity which was vied seriously by Committee and asked to correct the relevant data.

Safety aspects during Storage & Handling of Chlorine & Oleum have been discussed and asked to make

provision of emergency transfer arrangements. The committee desired to have MSDS of materials to be

handled, information on storage of each hazardous chemical and safety measures thereof. After detailed

discussion, the following additional Terms of Reference were prescribed for the EIA study to be done

covering 5 Km radial distance from the project boundary.

1. Need for the proposed expansion should be justified in detail.

2. Demarcation of proposed expansion activities in lay out of the existing premises. Layout maps indicating existing unit as well as proposed unit indicating storage area, plant area, greenbelt area, utilities etc. Lay out of industrial area (GIDC) indicating location of unit within the Industrial area/Estate.

3. Exact details about additional infrastructural facilities, plant machineries etc. required for the proposed expansion

4. Detailed manufacturing process along with chemical reactions and mass balance (including reuse-recycle, if any).

5. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the proposed expansion. Copy of permission obtained from GIDC/SMC for additional water supply.

6. Water consumption and consumption of each raw material per MT of each product.

7. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream to be generated. A detailed treatability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated.

8. Characteristics of the combined effluent and treated water to be sent to CETP of PIL.

9. Complete waste water management plan for existing as well as proposed production. Detailed effluent treatment scheme and disposal method.

10. Technical details of the ETP including size of each unit, retention time etc. including modifications / up

Page 22 of 62


gradation to be done in existing ETP to take care of increased effluent quantity along with its adequacy report. Provision of online continuous pH meter, TOC analyser and flow meter at the final outlet of the ETP with an arrangement to reflect the results on company's server, which can be accessed by the GPCB on real time basis along with the time bound program for installation of the same.

11. Details of CETP of GECL (1) Capacity of the CETP (2) Booked and spare capacity of CETP (3) Mode of transportation of waste water from industry to common facility (4) Manifest system for sending waste water to common facility and record keeping, (5) Acceptance criteria of common facility and copy of terms & conditions etc.

12. Plan for management and disposal of waste streams to be generated from spillage, leakages, occasional reactor washing and exhausted media from Scrubber etc.

13. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes. Details of methods to be adopted for the water conservation.

14. One season site-specific meteorological data including temperature, relative humidity, hourly wind speed and direction and rainfall shall be provided. Anticipated environmental impacts due to the proposed project/production may be evaluated for significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 5 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

15. One complete season AAQ data (except monsoon) to be given along with the dates of monitoring. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards as well as project specific parameters. The location of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.

16. Modelling indicating the likely impact on ambient air quality due to proposed activities. The details of model used and input parameters used for modelling should be provided. The air quality contours may be shown on location map clearly indicating the location of project site, habitation, sensitive receptors, if any. The wind rose showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modelling should be superimposed on satellite image / geographical area map.

17. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution control measures for process gas emission measures to achieve the GPCB norms (iv) Details of the utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission rate emission from each utility (vii) Air Pollution Control Measures proposed to each of the utility along with its adequacy (viii) List the sources of fugitive emission along with its quantification and proposed measures to control it.

18. Details on management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.

19. Methodology of de-contamination and disposal of discarded containers and its record keeping.

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20. Membership of Common Environmental Infrastructure including the CETP, TSDF / Common Hazardous Waste Incineration Facility (CHWIF), Common MEE along with an assessment to accommodate the additional quantity of wastes to be generated.

21. Complete Management plan for By-products/Spent acids to be generated, (if any) from the project including their quantity, quality, characteristics, end use etc. along with the name and address of end consumers to whom the by-product will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said by-product from the proposed project. Also give characteristics of the by products and feasibility of their actual use in respective products as a raw material.

22. Name and quantity of each type of solvents to be used for proposed production. Details of solvent recovery system including mass balance, solvent loss, recovery efficiency feasibility of reusing the recovered solvents etc. for each type of solvent.

23. Data on air emissions, wastewater generation and solid / hazardous waste generation and management for the existing plant should also be incorporated. (Comparative data in tabular format).

24. Details of measures proposed for the noise pollution abatement and its monitoring.

25. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

26. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.

27. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment (PPE) to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.

28. MSDS of all the raw materials and products.

29. Details of hazardous characteristics and toxicity of raw materials and products to be handled and the control measures proposed to ensure safety and avoid the human health impact.

30. Details of quantity of each hazardous chemical to be stored, material of construction of major hazardous chemical storage tanks, threshold storage quantity as per schedules of Manufacture, Storage & Import of Hazardous Chemicals (MSIHC) Rules of major hazardous chemicals.

31. Details of the separate isolated storage area for flammable chemicals. Details of flame proof electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control plan for flammable substances and processes showing hydrant pipeline network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.

32. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the map clearly showing which of the facilities and surrounding units would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency Plan should be provided.

Page 24 of 62


33. Details of fire fighting system including provision for flame detectors, temperature actuated heat detectors with alarms, automatic sprinkler system, location of fire water tanks & capacity, separate power system for fire fighting, details of qualified and trained fire personnel & their job specifications, nearest fire station & time required to reach the proposed site. Submit line diagram of the fire hydrant network.

34. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE, manufacturing utility staff for safety related measures.

35. Detailed five year greenbelt development program including annual budget, types & number of trees to be planted, area under green belt development [with map], budgetary outlay; along with commitment of the management to carry out the tree plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.

36. Copies of analysis report of the water samples of final outlet of ETP collected by GPCB (Last 3 years).

37. Consent to Establish, Consent to Operate orders obtained in past along with point wise compliance status of all the conditions stipulated therein.

38. Copy of Environmental Clearance obtained for the existing project and a certified report of the status of compliance of the conditions stipulated in the environmental clearance for the existing operation of the project by the Regional Office of the MoEF.

39. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure notices etc. served by the GPCB to the existing unit in last five years and actions taken then after for prevention of pollution.

40. Details of fatal / non-fatal accidents, loss of life or man hours, if any, occurred in the existing unit in last three years and measures proposed to be taken for avoiding reoccurrence of such accidents in future.

41. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report. (b). Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.

42. What is the hierarchical system or administrative order of the company to deal with the environmental issues and for ensuring compliance with the EC conditions. Details of this system may be given.

43. Does the company have a system of reporting of non compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism should be detailed in the EIA Report.

44. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be incorporated in the EIA Report.

45. A tabular chart with index for point-wise compliance of above TORs.





on receipt of the final EIA report.

Page 25 of 62


8. Dhariyal Chemicals Plot No:D-2/CH/360 & 361, GIDC Estate, Dahej, Vagra, Bharuch

Screening & Scoping


M/s: Dhariyal Chemicals (herein after Project Proponent – PP) has submitted application vide their letter dated 13/08/2014.

Project Proponent did not remain present in the SEAC meeting dated 18/10/2014.

Project status: New


This is a new unit proposes the manufacturing of following Synthetic Organic Chemicals:

Sr. No. Product Name Quantity (MT/Month)

1. Polymers & Biopolymers 312

2. Micro Crystalline Cellulose Powder (MCCP) 33.3

3. Polysaccharides Derivatives 884

4. Croscarmellose Sodium (CCS) 21.84

The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.

Total plot area is 4861.89 sq. m. Expected project cost is Rs. 6.49 Crores. Total water consumption for

proposed project will be 36.1 KL/Day (3 :KL/day for Domestic & 33.1 KL/day for Industrial) which will be

sourced from GIDC water supply. Industrial waste water generation will be 19.56 KL/day, which will be

treated in proposed Primary, Secondary & Tertiary treatment plant followed by RO. RO permeate will be

partly (2.5 KL/day) reused in washing/purification process and remaining quantity (7.5 KL/day) will be

used for Gardening purpose within premises and RO reject (4.56 KL/day) will be sent to Common MEE).

Domestic waste water (3 KL/day) will be disposed off into soak pit system. Flue gas generation will be

from one Boiler (0.3 TPH), HAG (40 Lacs Kcal) and one DG set (200 KVA). PNG (550 SCM/day) will be

used as fuel for Boiler and TFH. LDO (50 lit/hr) will be used as fuel for DG set. No process gas emission

is envisaged. Hazardous waste generated from the manufacturing activity will be ETP sludge (10

MT/Year), Discarded containers (2000 no.s /Year) and Used oil (20 lit./Year).




resource consumption and conservation, Risk estimation etc. On asking about the common MEE facility,

PP was not aware about nearby common MEE facility. However, PP assured to obtain membership of

nearby common MEE. Committee suggested to explore the possibilities to achieve Zero discharge by

treatment within premises only. After detailed discussion, the following additional Terms of Reference

were prescribed for the EIA study to be done covering 5 Km radial distance from the project boundary.

1. Copy of plot holding certificate obtained from GIDC Dahej.

2. Present land use pattern of the study area shall be given based on satellite imagery.

Page 26 of 62


3. Layout plan of the factory premises. Provision of separate entry & exit and adequate margin all round the periphery for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.

4. Details of manufacturing process / operations of each product along with chemical reactions, mass balance, consumption of raw materials etc. Details on strategy for the implementation of cleaner production activities. (Give specific details about source of effluent generation).

5. Chemical name of each proposed product to be manufactured. Details on end use of each product.

6. Detailed mass balance and water balance (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream from the processes.

7. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Permission obtained from the GIDC for supply of raw water. Undertaking stating that no bore well shall be dug within the premises.


9. Quality and quantity of waste water to be generated from the manufacturing process of each product to be manufactured along with mass balance.

10. Stream wise qualitative & quantitative analysis of each waste stream (including process water, cooling tower blow down, boiler blow down, washing effluent etc.) to be generated. Characteristics of untreated and treated wastewater. A detailed effluent treat ability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated. The characteristic on which treatability is based shall also be stated.

11. Details of the ETP units including its capacity, size of each unit, retention time and other technical parameters. Details regarding provision of online continuous pH meter, TOC analyser and flow meter at the final outlet of the ETP.

12. Details of Common MEE including (1) Total capacity of the MEE (2) Actual load at present per day) (3) Spare capacity of MEE with adequacy report.

13. Plans for management, collection and disposal of waste streams to be generated from spillage, leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.

14. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly wind speed and direction and rainfall should be incorporated.

15. Anticipated environmental impacts due to the proposed project/production may be evaluated for significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 5 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

16. One complete season base line ambient air quality data (except monsoon) to be given along with the dates of monitoring. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards as well as project specific parameters. Locations of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind

Page 27 of 62


direction at a location where maximum ground level concentration is likely to occur.

17. Modelling indicating the likely impact on ambient air quality due to proposed activities. The details of model used and input parameters used for modelling should be provided. The air quality contours may be shown on location map clearly indicating the location of sensitive receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modelling should be superimposed on satellite image / geographical area map.

18. Base line status of the noise environment, impact of noise on present environment due to the project and proposed measures for noise reduction including engineering controls.

19. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution control measures for process gas emission, measures to achieve the GPCB norms (iv) Details of the utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission rate from each utility (vii) Air Pollution Control Measures proposed to each of the utility along with its adequacy (viii) List the sources of fugitive emission along with its quantification and proposed measures to control it.

20. Details on management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal of discarded containers and its record keeping.

21. Membership of Common Environmental Infrastructure including CETP, TSDF, Common Hazardous Waste Incineration Facility (CHWIF), MEE etc. (Whichever is applicable)



24. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/Year earmarked for environment pollution control measures.


26. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical checkup of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.

Page 28 of 62


27. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the plant layout map clearly showing which of the facilities would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency Plan should be provided.

28. MSDS of all the products and raw materials.

29. Details of hazardous characteristics and toxicity of raw materials and products to be handled and the control measures proposed to ensure safety and avoid the human health impacts. This shall include the details of Antidotes also.

30. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction of major hazardous chemical storage tanks, dyke details, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals, size of the biggest storage tank to be provided for each raw material & product etc. How the manual handling of the hazardous chemicals will be minimized?




34. Detailed socio-economic development measures including community welfare program most useful in the project area for the overall improvement of the environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.

35. A tabular chart for the issues raised and addressed during public hearing/consultation and commitment of the project proponent on the same should be provided. An action plan to address the issues to be raised during public hearing and the necessary allocation of funds for the same should be provided.

36. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report.(b). Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.

37. What is the hierarchical system or administrative order of the company to deal with the environmental issues and for ensuring compliance with the EC conditions? Details of this system may be given.


39. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be

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incorporated in the EIA Report.



MoEF’s sector specific EIA Manual for synthetic organic chemical industry shall be considered as generic

TORs for preparation of the EIA report in addition to all the relevant information as per the generic

structure of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted

to the Gujarat Pollution Control Board for conducting the public consultation process as per the provisions

of the EIA Notification, 2006. The project shall be appraised on receipt of the final EIA report.

9. Kejriwal Integrated Textile Park Pvt. Ltd. (KITPPL)

Survey no. 328,333,40,341,342, 343,344,357,358, Vill:Kareli, Ta.: Palsana, Dist. Surat

Screening & Scoping

Project / Activity No.:

M/s: Kejriwal Integrated Textile Park (herein after Project Proponent – PP) submitted Application vide their letter dated 18/10/2014.

Project status: New Project / Activity Details: This is a new proposed textile park with Common Effluent Treatment Plant (CETP) which falls under the

project/activity 7(c) & 7 (h) as per the schedule of the EIA Notificaiton-2006.

The textile park will be set up in 212481.88 sq. m. (Buildings 130203 sq. m, Common infrastructure –

4593505 sq. m & Green space 24330 sq. m, Common facilities – 12013.38 sq. m). Total cost of the

project will be 121.28 Crores. This unit has proposed to develop Integrated Textile Park at Survey no.

340,342,343,344,328,333,357,358 at village Kareli, Ta. Palsana, District: Surat for developing following

kinds of Industries. (PFY/FDY 1 unit, Texturising – 7 units, Water jet weaving – 17 units, Embroidery – 9

units). The textile park will houses 34 different units. The proposed activities in the textile park will (1)

Finished Cloth – 89.40 Lac meters/Month (2) POY/FDY – 3000 MT/Month (3) Texturised Yarn – 6720

MT/Month and (4) Embroidered Fabric – 11.1 Lac meters. At present one unit namely M/s: Kejriwal

Geotech Pvt. Ltd. is already installed at Survey no. 340, 341, 343, 344 having total area 69920 sq. m for

which EC is obtained. Basic raw materials consumed in units within the park will be Yarn, Chips, POY,

Embroidery threads, water etc. During the construction phase fresh water requirement 21.75 KL/day will

be met through the tankers or underground water. During the operation Phase: Fresh water requirement

for the textile park will be 600 KL/day which is proposed to be sourced from Ground water. Total industrial

effluent generation will be 2500 KL/day (1500 KL from process & 1000 KL from RO reject). Unit has

proposed Common Effluent Treatment Plant (CETP) and STP with capacity 2500 KL/day and 100 KL/day

respectively. Total quantity of effluent (2500 KL/day) will be treated and reused within the process. Total

quantity of treated sewage will be also used for green belt development. Unit has proposed one DG set

with capacity 125 KVA for provision of alternate power to run emergency services like street lights, STP &

ETP. Diesel (25 Lit./hr) will be used as fuel for DG set. There will be no Boilers/heaters and no use of

solid fuels and hence no generation of flue gas accept DG set. Hazardous waste to be generated are ETP

sludge (72 MT/Year) and Used oil (180 MT/Year – Max.). ETP sludge will be sent to TSDF site, STP

sludge (8.8 MT/Year) will be used as manure and used oil will be sent to authorized recyclers. Unit has

applied to SEPPL, Kutch for membership for TSDF site. There will be no use of any fuel for manufacturing

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activities and no process gas emissions from the proposed project.

Observations & Discussions:

The presentation by the project proponent included general information of the project, satellite images of

the project site, Lay out map, details of the textile park, raw materials 7 utilities, water balance,

wastewater treatment scheme, air environment, solid / hazardous waste generation & disposal, proposed

TOR etc. During meeting PP requested to consider the project as B2 category project, which was not

considered by the committee and after deliberation on various aspects, the terms of reference proposed

by the project proponent were accepted and the project proponent was asked to include following

additional TOR for the EIA study to be done covering 5 Km radius surrounding the periphery of the project

:

1. NA permission letter for proposed site.

2. Land Possession Documents of the proposed site.

3. Project site specific details such as distance of the project site from the nearest (1) Village (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary / Reserve Forest shall be included. Give satellite image of 10 KM radius from the boundary of project premises.

4. Present land use pattern of the study area as well as the project area shall be given based on satellite imagery.

5. Layout plan of the Textile Park. Provision of separate entry, exit and continuous unobstructed open path within the project area for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the layout.

6. Exact scope of the project should be given in detail. Need for the proposed CETP shall be justified in detail.

7. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the Textile Park. Permission from the CGWA for extraction of the ground water. Details of proposed ground water recharge scheme should also be submitted.

8. Characteristics of untreated and treated wastewater. A detailed effluent treat ability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated along with adequacy and efficacy report. The characteristic on which treatability is based shall also be stated.

9. Explore use of Best Available Technology (BAT) incorporating latest features for the proposed CETP instead of providing conventional treatment units.

10. Details of the CETP units including its capacity, size of each unit, retention time and other technical parameters.

11. Techno-feasibility & adequacy for reuse / recycle of treated effluent by member units. Justifications of the economic viability of the treated effluent reuse / recycle. Details of the scheme for total recycle-reuse of the treated effluent. Details regarding the percentage of waste water to be reused / recycled by each member units.

12. Application wise break-up of treated effluent quantity to be recycled / reused in various applications and green belt development etc. Details about availability of sufficient open land and suitability for

Page 31 of 62


utilizing treated effluent for plantation / gardening. How it will be ensured that treated effluent won't flow outside the premises linked with storm water during high rainy days.

13. Detailed layout of effluent conveyance pipeline within the Textile Park along with distances and all technical specifications, line diagram and total capacity of the pipeline to convey effluent. Details of pumping stations, pumping capacity in each pumping station etc if any shall also be furnished.

14. List of the CETP members, their production capacity, effluent reuse / recycle capacity, effluent generation capacity, effluent characteristics and effluent quantity. Whether any future projections are envisaged for finalization of the CETP capacity and conveyance pipeline.

15. Undertaking that no dying and printing unit or process house shall be permitted as a member of the proposed CETP.

16. Details about the proposed inlet norms of the CETP. Give details of the mandatory treatment, if any required by the member units to achieve the inlet norms by the each unit.

17. Specific monitoring plan to ascertain that all the CETP member units send their effluent [contracted quantity] to the CETP and the effluent does not in any way find its way to other sources i.e. measures to eliminate by passing of the effluent.

18. Details of the pipeline maintenance program to avoid choking / overflow / leakage of the effluent conveyance pipeline and means to avoid the same.

19. Provision of flow meter at the outlet of the CETP; checks & balances to ensure that discharge quality and quantity never exceeds the prescribed limit.

20. Details of the monitoring plan of the member units to ensure compliance with the inlet norms of the CETP as well as to avoid shock loading in the system.

21. Justification / capacity of the project keeping in view the future effluent load from the additional member units.

22. Details of CETP management and maintenance of the CETP during operation phase including infrastructure, model of management, role of each stake holder, CETP effluent quality monitoring scheme etc.

23. Impact of the CETP installation and treated effluent conveyance & disposal system on the environment including the local hydrology, soil condition, floral and faunal bio-diversity of the region and the mitigation measures proposed.

24. Surface water quality and ground water quality in the study area.

25. Geological features and geo-hydrological status of the study area.

26. Details of emergency storage of effluent in the CETP for the monsoon season.

27. Details of R&D to be initiated by the CETP management for effective and viable treatment of the effluent received.

28. Details of total power load required for the CETP as well as details of dedicated power back up / D.G.Sets to be provided to take care of power requirements during power supply failure, to ensure that treatment units operate uninterrupted.

29. CETP management manual covering various management aspects during the effluent collection, transportation, treatment and disposal aspects for best management practices. The member units shall abide by various clauses in this regard to check problems during the collection, transportation, treatment and reuse / recycle / disposal of the effluent.

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30. CETP management manual covering various management aspects during the effluent collection, transportation, treatment and disposal aspects for best management practices. The member units shall abide by various clauses in this regard to check problems during the collection, transportation, treatment and reuse / recycle / disposal of the effluent.



33. One complete season base line ambient air quality data (except monsoon) to be given along with the dates of monitoring. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards as well as project specific parameters. Locations of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.

34. Modeling indicating the likely impact on ambient air quality due to proposed activities. The details of model used and input parameters used for modeling should be provided. The air quality contours may be shown on location map clearly indicating the location of sensitive receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modeling should be superimposed on satellite image/ geographical area map.

35. Quantity of fuel required, its source and transportation. Fuel analysis to be provided (sulphur, ash content and heavy metals including Pb, Cr, As and Hg). A confirmed fuel linkage should be provided.

36. Specific details of (i) Details of the utilities required (ii) Flue gas emission rate from each utility (iii) Air Pollution Control Measures proposed to each of the utility along with its adequacy.

37. Impact of the project on local infrastructure of the area such as on road network due to transportation of fuel, ash etc. Whether any additional infrastructure would need to be constructed and the agency responsible for the same with time frame.

38. Details of flora and fauna duly authenticated should be provided. In case of any scheduled fauna, conservation plan should be provided.

39. Details of management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.

40. Copy of membership certificate of Common Environmental Infrastructure like TSDF, if any taken, should be incorporated.

41. Details of measures proposed for the noise pollution abatement and its monitoring. Provisions to provide ear plugs / ear muffs to workers and to ensure its usage in high noise areas. Measures to ensure that the noise from the looms remains less than 80 dB(A). Undertaking to carry out Audiography of workers working near the looms, at least once in a year.

Page 33 of 62


42. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

43. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work zone ambient air quality monitoring plan as per Gujarat Factories Rules.

44. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenario related to fire and explosion issues due to storage and use of fuel should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point in time. The risk contours should be plotted on the plant layout map clearly showing which of the activities would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site emergency plan should be provided.

45. Measures to guard against fire hazards including details of automatic fire detection and control system & detailed fire control plan showing hydrant pipeline network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc. should also be provided.

46. Provision to ensure sufficient water storage all the time for use during emergency situation.



49. Proposal for socio-economic development activities including community welfare program most useful in the project area for the overall improvement of the environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.

50. A tabular chart for the issues raised and addressed during public hearing/consultation and commitment of the project proponent on the same should be provided. An action plan to address the issues raised during public hearing and the necessary allocation of funds for the same should be provided.

51. Plan for compliance of CETP guidelines issued by the CPCB.

52. Whether any litigation pending and / or any direction / order passed by any Court of Law against the company, if so, details thereof.

53. Details of scheme for surface as well as roof top rain water harvesting and ground water recharge with proper scientific calculations considering rainfall in the region, catchment area, land / soil characteristics, ground water recharge rate, duration of rain water harvesting etc. Details of provisions of pre-treatment of the rainwater in the case of surface run off is to be harvested. Location of recharge percolation wells on the layout plan.

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54. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report (b). Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA.

55. Disciplinary policy of CETP for member units.





60. Any further clarification on carrying out the above studies including anticipated impacts due to the project and mitigative measures, project proponent can refer to the model ToR available on Ministry website “http://moef.nic.in/manual/Industrial estate & CETPs”.

These additional TORs should be considered for the preparation of the draft EIA report in addition to all

the relevant information as per the generic structure of EIA given in Appendix III & Appendix III A of the

EIA Notification, 2006. The draft EIA report shall be submitted to the Gujarat Pollution Control Board for

conducting the public consultation process as per the provisions of the EIA Notification, 2006. The project

shall be appraised on receipt of the final EIA report.

10. Prathama Riviera (Pratham Developer)

R.S.No.783,782,790,791,797, 807 & 808, Block No.567,568, 571-B,574 & 580, Vill:Bill, Vadodara

Screening & Scoping

During the meeting, committee noticed that in spite of submission of the notarized undertaking stating that the construction work started without obtaining prior Environmental Clearance has been stopped now and will be resumed again only after getting EC, they have continued with the construction activity at the project site. Such a gross violation was taken very seriously by the committee and decided not to hear the project. It was decided to take up the project in one of the upcoming SEAC meetings only after construction work has been completely stopped completely at the project site. 11. Star Manorath (A Project of

7 Star) TP-48,Block No:350,O.P. No.140, F.P.No.140, Kholvad, Choryasi, Surat

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for A new project 2. Type of Project A low rise residential cum commercial project 3. Project / Activity No.

[8(a) or 8(b)] Project / Activity No. 8(a)

4. Name of Project Star Manorath 5. Name of Developer 7-star company 6. Estimated Project Cost 20. Crores.

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(Rs. in Crores) 7. Whether construction

work initiated at site? If yes, details thereof

No

8. Project Details Land / Plot Area (m2): 17,125.60 FSI area (m2): 38,275.68 Non FSI area (m2): 4,305.15 Total BUA (m2): 50,827.8

Permissible Proposed FSI Area (m2) 38,275.68 33,970.46 Ground Coverage (m2) 7449.60 7449.22 Common Plot Area (m2) 1712.56 1713.25 Max. building height (m) As per rule 27.05

9. Building Details No. of Buildings:13 (A to M) No. of Blocks:30 Scope of buildings/blocks: Basement + hollow plinth/ground floor +

5 floors No.& size of Residential Units: 564 units No. & type of Commercial Units:14 shops Details of amenities if any: a banquet hall, home theatre, library,

gym and indoor games in block M. 10. No. of expected

residents / users 2820 person residence 56 person commercial Total: 2876 person


Water requirement (KL/day): 20 Source of water: Bore Well Waste water generation quantity (KL/day): 8.0 Mode of disposal: Temporary septic tank & soak pit Details of reuse of water, if any: Nil


Total water requirement (KL/day): 360.0 Fresh water requirement (KL/day): 160.0 Source of water: water supply from SUDA Waste water generation quantity (KL/day): 350.0 Mode of disposal: will be treated in the proposed onsite STP and

treated sewage after its reuse for gardening & flushing will be discharged into the drainage line of SUDA.

In case of STP provision, capacity of STP: 500 KL/day STP Technology: Conventional Purposes for treated water utilization: Gardening & flushing. Quantity of treated water to be reused:1.Gardening (KL/day): 5.0

2. Flushing (KL/day): 195.0 Provision of dual plumbing system (Yes/No): Yes

Quantity and type (treated/untreated)of water to be discharged: treated sewage after its reuse for gardening & flushing purposes will be discharged into the drainage line of SUDA.

13. Status of water supply

and drainage line SUDA has developed water supply & drainage line in the area. On getting BUC, the water supply and drainage connection will be

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made available to the project. 14. Solid waste

Management Construction Phase:

Generation (m3)

Quantity to be reused (m3)


Top Soil 2250 Will be reused on 0.4 m3 layer over 1800 m2 gardening area

Nil

Other excavated

earth

20000 6,000 m3 will be used in plinth filling & in footing foundation & for preparing internal road

14,000 m3 will bereused in filling of dispersed land.

Construction debris

Nil Used in column, footing and foundation

----

Steel scrap Nil

Used in column, footing and foundation

----

Discarded packing

materials

Cement & Plastic Bags

Cement bag partly reuse in curing purpose & partly sale out in open market while plastic bag sale out to the registered recycler or vendor

----





Dry waste & Wet waste

1200 Dustbin SUDA

Details of segregation if to be done: No Capacity and no. of community bins to be placed within premises:

300 bins having volume 0.25 m3 Authority / agency involved in waste disposal : SUDA Landfill site where waste will be ultimately disposed by local

authority: nearby MSW landfill/dumping site of SUDA

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15. Parking Details Requirement Provision As per the NBC 290 ECS 695 ECS As per the GDCR 5351.81 m2 21422.31 m2

BREAK-UP OF PARKING AREA:

Location Car Parking Area 2 Wheeler Parking

Area (m2)

Visitors Parking

Area (m2)

Total Parking

Area (m2)

(m2) (CPS)

Open Surface

-- -- -- -- --

Hollow Plinth

6006.05 214 2957.71 968.98 21422.31

Basement 15416.26

482 -- -- --

Total 12252 695 2957.71 968.98 21422.31

16. Traffic Management Width of adjacent / approach road: 18 m No. of Entry and Exit: 1 gate on South side for entry & exit having

width 9.14 m Width of internal roads: 4.5 to 9.14 m Minimum width of open path all around the buildings for easy

access of fire tender: 3.0 m to 9.20 m. 17. Green building features

including measures for conservation of water & energy, use of eco-friendly building materials, etc.

Use of Autoclave Aerated blocks, RMC, aerated type water taps, solar based street lighting, various energy conservation measures viz. LED lightings fixtures and low voltage lightings in common areas, maximum use of natural ventilation & cross ventilation, use of energy saving electrical appliances & inverters i.e. 5 star rated

18. Energy requirement, source and conservation

Power supply- Connected load: Maximum demand 2500 KVA Source: DGVCL % of saving with calculation: 25% saving by using CFL & Star

rated energy efficient electronic appliances. DG Set: 2 × 100 KVA Fuel & it quantity: HSD-50 lit/day


Fire fighting facilities as per the requirement of NBC shall be provided.

20. Details on staircase Type & no. of

buildings No. of

floors

Floor area

No. of staircas

e

Width of the staircase

Travel distance

(m)

Height (m)

Buildings A1, A2 & A3 Combined

5 687.83 3 1.22 12 25

Buildings B1, B2 & B3 Combined

5 687.83 3 1.22 12 25

Buildings C1, C2 & C3 Combined

5 687.83 3 1.22 12 25

Buildings D1, D2 & D3 Combined

5 687.83 3 1.22 12 25

Buildings E1, E2 & E3 5 687.83 3 1.22 12 25

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Combined Buildings F1, F2 & F3

Combined 5 687.83 3 1.22 12 25

Buildings G1 & G2 Combined

5 582.75 2 1.22 10 25

Buildings H1, & H2 Combined

5 582.75 2 1.22 10 25

Buildings I1 & I2 Combined

5 567.01 2 1.22 12 25

Buildings J1 & J2 Combined

5 567.01 2 1.22 12 25

Buildings K1 & K2 Combined

5 712.26 2 1.22 11 25

Building L 5 712.26 1 1.22 10 25 Building M 5 310.46 1 1.52 18 23.7


Level of the Ground water table: 30 feet in monsoon 45 feet in summer

No. and depth of percolations wells: 4 nos. & 40 feet Details on Pre-treatment facilities: Not Applicable

22. Green area details Tree covered area (m2) : 350 m2 Area covered by shrubs and bushes (m2): --- Lawn covered area (m2): 1,500 m2 Total Green Area (m2): 1,850.0 m2 Green Area % of plot area: 16% No. of trees to be planted: 275 nos. of Neem, Pipal, Mango,

Kadam, Ashoka, Gulmohar, Sevan, etc. 23. Dust control measures Spraying of water, peripheral barricading, covered shed for cement

loading area, covering the excavated earth with tarpaulin sheet etc. 24. Budgetary allocation for

Environmental Management Plan (Rs. in lacs)

Rupees 75 lacs for EMP including STP.

25. Details of eco-friendly building materials

Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of RMC, lead free paints etc.

26. Documents related to land possession

Village form no. 7/12 shows the land in the name of applicant.

During the meeting it was observed by the committee that parking area of 15,416.26 m2 proposed in basement is much more than the actual area available in the basement as per the project plans submitted. After detailed discussion it was decided to consider the project only after submission of the following:

1. Realistic details on parking area provision for the proposed project based on the actual area available in the basement for parking as per the project plans submitted.

2. Copy of permission obtained for non-agricultural use of the project site or a copy of correspondences made in t his regard.

12. Silver Stone Rivera F.P.No.48+49,S.P.No.1,R.S>No.40, 41/2,41/1/P, T.P.No.26(Singapore), Katargam, Surat

Screening & Scoping


Page 39 of 62


Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential 3. Project / Activity

No. [8(a) or 8(b)] 8(a)


Silver Stone Rivera


Mr. Ankit Gagjibhai Koshiya


Rs. 35 crores


No

8. Project Details Land / Plot Area (m2): 9,280.5 FSI area (m2): 20,649.52 Non FSI area (m2): 10,697.81 Total BUA (m2): 31,347.33

Permissible Proposed FSI Area 20,741.90 20,649.52 Ground Coverage 2,644.92 1,895.27 Common Plot Area 928.21 928.21 Max. building height 65 m 44.8 m

9. Building Details No. of Buildings:3 No. of Blocks:3 Scope of buildings/blocks: Basement + hollow plinth + 13 floors No.& size of Residential Units: 285 units No. & type of Commercial Units:-- Details of amenities if any: Club house and jogging track


1282


Water requirement (KL/day):15 Source of water: water supply from SMC Waste water generation quantity (KL/day):2.1 Mode of disposal: SMC drain


Fresh water requirement (KL/day):195 Source of water: water supply from SMC Waste water generation quantity (KL/day):147 Mode of disposal: disposed in to SMC drainage line


Both drainage and water supply line are exists at site





Top Soil 800 800 Will be

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utilized for greenbelt development

Excavated earth

3,200 3,200 Will be utilized for back filling and for levelling the low lying areas.

Construction debris

36 kg/day Nil Sold off to recyclers

Steel scrap Discarded packing materials





Dry waste 450 kg/day Door to Door collection system of SMC

Disposal at Khajod Disposal Site

Wet waste 300 kg/day

Details of segregation if to be done: Separate bins for dry and wet waste will be provided to each unit

Capacity and no. of community bins to be placed within premises:3 nos of bins having capacity of 150 kg each for dry waste and 100 kg for wet waste will be provided to each building.

Landfill site where waste will be ultimately disposed by local authority: Khajod Disposal Site

15. Parking Details Total parking area requirement for the project as per GDCR: 3,097.43 m2

Parking area requirement for residential units as per GDCR: 3,097.43 m2 Total number of CPS requirement for the project as per NBC :169 Number of CPS requirement for residential units as per NBC: 169 Total Parking area provided (m2) & No. of ECS: 8,265.78 m² and 287 ECS Parking area provided in basement (m2) & No. of ECS: 4,905.88 m2 and 154

ECS Parking area provided in hollow plinth (m2) & No. of ECS: 1,830.93 m2 and 66

ECS Parking area provided as open surface (m2) & No. of ECS: 1,528.97 m2 and

67 ECS. 16. Traffic

Management Width of adjacent public roads:24 m and 12 m TP road Number of Entry & Exit provided on approach road/s:two gates will be

provided. Width of Entry & Exit provided on approach road/s:9 m Minimum width of open path all around the buildings for easy access of fire

tender (excluding the width for the plantation): 8 m Width of all internal roads: 9 m & 7.5 m

17. Details of Green Building measures

Provision of aerated coke (Foam Type) in wash basins, kitchen, low flush water closets in toilet, pressure reducing valves in water pipeline, rain water harvesting system and ground water recharge etc.

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proposed. 18. Energy

Requirement, Source and Conservation

Power supply: Maximum demand:1465 KW Connected load:1500 KW Source:Torrent power

Energy saving measures: maximum utilization of natural light,roof-top thermal insulation, CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.

DG Sets: No. and capacity of the DG sets: 4 × 60 KVA Fuel & its quantity: Diesel (10 Liter/h) Note : - D.G. Sets will be used in-case of power failure or fire emergency


During operation phase: Fire extinguishers at each floor, hose reel at each floor, wet riser opening at each floor, manually operated electric fire alarm system, terrace water storage tank of 20 KL, underground fire water storage tank of 100 KL, smoke detectors etc.

20. Details on staircase Type & no. of buildings

No. of floors

Floor area

No. of staircase


Travel distance (m)

A

13 423.56 m2

1 1.5m Less than 15 m

B 13 866.59 m2


C 13 590.06 m2



Level of the Ground water table:10 m No. & dimensions of RWH tank(s) :- No. and depth of percolations wells :3 Details on Pre-treatment facilities :only roof top rainwater harvesting is

proposed 22. Green area

details Tree covered area (m2) :1,200 Area covered by shrubs and bushes (m2):400 Lawn covered area (m2):800 Total Green Area (m2): 2,000 Green Area % of plot area:21.55 % No. of trees and species to be planted: 500

23.


Green belt development : 60 Lacs Drainage and rain water harvesting: 50 Lacs Solar and energy saving: 30 Lacs Total: 140 Lacs

24. Proposed dust control measures during the construction phase

Loading & transportation in covered trucks, covered shed provided for cement unloading activity, temporarily wind screen around the project site, sprinkling of water on roads and in vicinity of storage area.

25. Eco friendly building material usage details.

Fly ash bricks, aerated blocks, paving block, RMC, lead free paints etc.

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26. Details on the amenities to be provided to construction workers.

Drinking water, tap water, sanitation facilities, first aid box, free medicines, doctor service, PPEs etc.

27. Documents related to land possession.

N.A order for both the F.P.Numbers shows the land in the name of land owners. Document of Deputy collector stamp duty vibhag-1 shows that the non-agricultural land of F.P.No.49 in the name of applicant. Satakhat between the land owners and the developer for F.P.No.48 has been submitted.

During the meeting, it was noticed by the committee that the project site is at a distance of 108.87 m from the bank of river Tapi. Further, while asking by the committee, it was informed by the project proponent that the area was flooded up to 15 ft. with water at the time of flood in the year 2006. It was presented that they have not proposed any residential unit at ground floor. Residential units will be on the 1st floor at 2.86 m above the High Flood Level. The project proponent committed to plant about 500 trees within premises. After detailed discussion it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.

13. Sandhya Plasticizers & Chemicals

Plot no:1250, GIDC-Sarigam, Ta.: Umbergaon, Valsad

Screening & Scoping


M/s: Sandhya Plasticizers and Chemicals (herein after Project Proponent – PP) has submitted application vide their letter dated 07/01/2015.

Project status: New


This is a new unit proposes to manufacture various types of Plastic & Paint additives, Organic

Phosphates and PVC stabilizers & Stearates as below:

Sr.

no.

Products/By-Products Quantity

MT/Month

1. Plastic and Paint Additives (Organic Phosphite) Tri Phenyl Phosphite, DiphenylIsodecylphoshite, Diphenyl 2-ehtyl hexyl phosphite, Phenyl Di-IsodecylPhosphite, Tri –DecylPhosphite, Tri TrisdecylPhosphite, TrisNonyl Phenyl Phosphite, etc.,

300

2. Organic Phosphates Tri aryl and Alkyl Phosphate (Triphenyl Phosphate, Tricrisyl Phosphate, Tributyl Phosphate, CresylDiphenyl Phosphate, etc.)

150

3. Plastic stabilizers and stearates (Metallic Octoate, Metallic Stearate, PVC Stabilizers, Organo tin Stabilizers)

500

By products :

1. Hydrochloric Acid( 30 % Solution) 414.90

2. Phenol 146.50

1511.40

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Total plot area is 5040 sq. m and unit has proposed 1512 sq m area for the green belt development/Tree

plantation.Expected project cost is Rs.3.5 Crores. Total water consumption for proposed project will be 39

KL/D (5 :KL/day for Domestic, 5 KL/day for Gardening & 29 KL/day for Industrial) which will be sourced

from GIDC water supply. Industrial waste water generation will be 6 KL/day, which will be treated in

proposed Primary, Secondary & Tertiary treatment plant and treated waste water will be discharged into

GIDC underground drainage system for further treatment and disposal to Arabian Sea. Domestic waste

water (4 KL/day) will be disposed off into soak pit system.

Flue gas generation will be from one Steam Boiler (1 TPH), one TFH (6000 Kcal/hr) and one D.G. sets

(200 KVA).Agro waste (Baggasse Briquettes- 3 MT/day) will be used as fuel for Boiler and TFH. HSD (50

Lit./hr) Unit has proposed Cyclone separator followed by Bag filter as APCM. Gaseous HCL will be

scrubbed in Water scrubbers attached to the reactors and generated HCL Solution (30 %) will be sold out

as By-product. Hazardous waste generated from the manufacturing activity will be ETP sludge (10

MT/Year), Process residue (27 MT/Year), Discarded containers/Bags/Liners (3400 no.s/Year) and Used

oil (100 Lit. /Year).




resource consumption and conservation, Risk estimation etc. Safety aspects of Phosphorous Trichloride,

Phosphorus Oxychloride and other hazardous chemicals have been discussed. The committee desired to

have MSDS of materials to be handled, information on storage of each hazardous chemical and safety

measures thereof. Occupational health related issues due to lead compounds and other toxic chemicals

have been discussed and committee asked to provide necessary Personal Protective Equipments [PPEs]

and requisite first aid measures. Committee suggested reuse/recycle of treated waste water to the

maximum extent and minimizes the effluent discharge to the CETP. After detailed discussion, the

following additional Terms of Reference were prescribed for the EIA study to be done covering 5 Km

radial distance from the project boundary.

1. Copy of plot holding certificate obtained from GIDC Sarigam.






7. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Permission obtained from the GIDC for supply of raw water. Undertaking stating that

Page 44 of 62


no bore well shall be dug within the premises.





12. Details of CETP- Sarigam including (1) Total capacity of the CETP (2) Actual load at present (Qualitative and Quantitative – per day) (3) CETP Up gradation scheme, if any (4) Last 6 analysis Reports of GPCB for Inlet and outlet of CETP (5) Spare capacity of CETP with treatability and feasibility report.







Page 45 of 62




21. Membership of Common Environmental Infrastructure including CETP, TSDF, Common Hazardous Waste Incineration Facility (CHWIF). (Whichever is applicable)









Page 46 of 62

















14. Vipor Chemicals Pvt. Ltd. 218, GIDC Industrial estate, ,Makarpura, Dist.: Vadodara

Screening & Scoping


M/s: Vipor Chemicals (herein after Project Proponent – PP) has submitted application vide their letter dated 07/01/2015.

Page 47 of 62




This is an existing unit engaged in synthetic Organic Chemicals and now proposes for expansion and addition of new products as below:

Sr. no.

Product Capacity (Kg/Month) Existing Proposed Total

1 Proflavine Base -- 2 Acriflavine HCl 12.58

4812.44

6000

3 Acriflavine Neutral 33.58 4 Proflavine Hemisulphate 11.75 5 Aminacrine HCl 12.58 6 Mepacrine HCl (Quinacrine HCl) 51 7 Hexamethylene Diamine (HMDA) HCl -- 8 Chlorhexidine Base 10 9 Chlorhexidine HCl 12.41

10 Chlorhexidine Gluconate (20% Sol.) 497.91 11 Chlorhexidine Acetate 7 12 Biguanide -- 13 Cetrimide (30% Sol.) 375 14 Calamine 115 15 9-Phenyl Acridine 48.75 16 Merbromine -- 17 Calomel -- 18 Ethacridine Lactate (Acrinol/ Rivanol) -- 19 Proguanil HCl -- 20 Thiomersal --

TOTAL 1187.56 4812.44 6000


Total plot area is 2697 sq. m and unit has proposed 927 sq mtr area for the green belt development/Tree

plantation. Expected project cost is Rs.1.14 Crores.Total water consumption for existing activity is 25.5

KL/D (5.5: KL/day for Domestic, 20 KL/day for Industrial) which will be sourced from VMSS supply and

Borewell. Industrial waste water generation from the existing activity is 17 KL/day. PP presented that

there will be no additional water consumption and no generation of additional effluent from the proposed

expansion. Industrial waste water is treated in ETP and treated effluent is discharged in VMSS drainage

line. Domestic waste water (3 KL/day) will be disposed off into soak pit system. At present unit has

provided Boiler with Cyclone separator as APCM. Wood (130 Kg/hr) is used as fuel. Unit has provided

water scrubber and alkali scrubber with reactor to control HCL & CL2. PP presented that there will be no

additional fuel consumption and no process gas emission from the proposed expansion. At present

Hazardous waste generated from the manufacturing activity is ETP sludge (1.2 MT/Year), Distillation

residue (18 MT/Year), Discarded containers/Bags/Liners (19.2 MT/Year) and Spent ion exchange resin

containing toxic metals (0.6 MT/Year).PP presented that there is no change in hazardous waste

generation except used oil (20 Lit./Year).

Observations & Discussions: Presentation made by the proponent included the general information about the project, plant layout, raw

Page 48 of 62


material & resource consumption, manufacturing process, water balance diagram & waste water

treatment scheme, hazardous waste generation and its disposal etc. Committee noted that there is no

additional load of effluent, air pollution and hazardous waste even though there is a remarkable increase

in production capacity. On asking, PP informed that there is no increase in pollution load. Committee was

not convinced and asked to identify the products which are having no pollution load. PP could not reply

satisfactorily. The project proponent was asked to submit the realistic details of the pollution potential after

the proposed expansion. Committee was of the view that such types of industries should adopt zero liquid

discharge concepts. Committee also asked to stop use of wood as fuel. After detailed deliberations, the

project proponent was asked to submit the revised Form-1 with corrected details. It was decided to

reconsider the project for screening / scoping in one of the upcoming meetings only after submission of

revised proposal with Zero Liquid Discharge (ZLD) concept.

15. Uniform Synthetics Unit-II Plot No:1675,GIDC - Sarigam, Ta.: Umbergaon, Dist.: Valsad

Screening & Scoping


M/s: Uniform Synthetics Unit II (herein after Project Proponent – PP) has submitted application vide their letter dated 07/01/2015.

Project status: New


This is a new unit proposes the manufacturing of following Synthetic Organic Chemicals:

Sr. No. Product Name Quantity (MT/Month)

5. Ketonic Resin 200.00

6. Phenolic Resin 50.00

7. Alkyd Resin 200.00

8. Acrylic Resin 100.00

9. Poly Urethane Resin 50.00

10. Polyamide Resin 100.00

11. Paints 100.00

12. Liquid Gum Rosin of various grade (By mixing and

blending) 100.00

TOTAL 900.00


Total plot area is 1122.50 sq. m & unit has proposed 243.41 sq. m area for green belt development/Tree

plantation. Expected project cost is Rs. 1.30 Crores. Total water consumption for proposed project will be

37.50 KL/D (5 :KL/day for Domestic, 2 KL/day for Gardening & 30.5 KL/day for Industrial) which will be

sourced from GIDC water supply. Industrial waste water generation will be 24 KL/day, which will be

treated in proposed Primary, Secondary & Tertiary treatment plant and treated waste water will be

discharged into closed drainage line to CETP, GIDC, Sarigam. Domestic waste water (4 KL/day) will be

Page 49 of 62


disposed off into soak pit system. Flue gas generation will be from one TFH (4 Lac Kcal/hr) and one stand

by DG set. Natural gas (265 SCM/day) or LDO (50 lit/hr) will be used as fuel for TFH and HSD (50 lit/hr)

will be used as fuel for DG set. No process gas emission is envisaged. Hazardous waste generated from

the manufacturing activity will be ETP sludge (15 MT/Year), Discarded containers (300 no.s /Year) &

Discarded bags/liners (600 no.s/Year) and Used oil (100 lit./Year).




resource consumption and conservation, Risk estimation etc. Committee discussed about the

performance of the CETP Sarigam and suggested reuse/recycle of treated waste water to the maximum

extent and minimizes the effluent discharge to the CETP. After detailed discussion, the following

additional Terms of Reference were prescribed for the EIA study to be done covering 5 Km radial

distance from the project boundary.

1. Copy of plot holding certificate obtained from GIDC Sarigam.






7. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Permission obtained from the GIDC for supply of raw water. Undertaking stating that no bore well shall be dug within the premises.





12. Details of CETP- Sarigam including (1) Total capacity of the CETP (2) Actual load at present (Qualitative and Quantitative – per day) (3) CETP Up gradation scheme, if any (4) Last 6 analysis

Page 50 of 62


Reports of GPCB for Inlet and outlet of CETP (5) Spare capacity of CETP with treatability and feasibility report.









21. Membership of Common Environmental Infrastructure including CETP, TSDF, Common Hazardous Waste Incineration Facility (CHWIF). (Whichever is applicable)

22. Complete Management plan for By-products/Spent acids to be generated, (if any) from the project including their quantity, quality, characteristics, end use etc. along with the name and address of end consumers to whom the by-product will be sold. Copies of agreement / MoU / letter of intent from

Page 51 of 62


them, showing their willingness to purchase said by-product from the proposed project. Also give characteristics of the by products and feasibility of their actual use in respective products as a raw material.












Page 52 of 62













16. M.G.Polymer Block No:272, Sub Plot No.2, Village: Zak, Ta.: Dehgam, Dist.:Gandhinagar

Screening & Scoping


M/s: M.G.Polymer (herein after Project Proponent – PP) has submitted application vide their letter dated 07/01/2015.

Project status: New


This is a new unit proposes the manufacturing of following items.

Sr. no.

Name of Product Quantity (MT/Month)

1 Phenol Formaldehyde Resin 200 2 Melamine Formaldehyde Resin 25

3 Urea Formaldehyde Resin 250

4 Adhesive 125

The proposed production activity falls in the project/activity 5(f) as per the schedule of the EIA

Notificaiton-2006.

The location of the unit is outside the notified area. As per amendment to EIA Notification, 2006 vide SO

1599 (E) dated 25.06.2014, small units are categorized as Category “B” projects. Small units are defined

Page 53 of 62


as with water consumption less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in

the category of MAH units as per the Management, Storage, Import of Hazardous Chemical Rules

(MSIHC Rules), 1989. During presentation, PP informed that water requirement is 5.69 KL/day. Fuel

requirement is 2.3 MT/day and Chemicals to be used are not covered in MAH category. Hence, this

project falls under Category B of project activity 5(f) as per the EIA Notification 2006.

Total plot area is 1218.22 sq. m. Unit has proposed 452.62 sq mtr area for the green belt

development/Tree plantation.Expected project cost is Rs.1 Crores. Total water consumption for proposed

project will be 5.69 KL/D (0.5 KL/day for domestic, 0.8 KL/day for Gardening & 4.4 KL/day for Industrial

purpose) which will be sourced from Tanker supply. Industrial waste water generation will be 0.35 KL/day,

which will be treated in proposed Primary, treatment plant and treated waste water will be evaporated in

steam jacketed evaporator. Domestic waste water (0.45 KL/day) will be disposed off into soak pit system.

Flue gas generation will be from Steam Boiler (1 TPH), HAG and D.G. sets (50 KVA). Bio coal (2.3

MT/day) will be used as fuel. Unit has proposed Cyclone separator followed by Bag filter as APCM. No

process gas emission is envisaged. Hazardous waste generated from the manufacturing activity will be

ETP sludge (1.8 MT/Year), Discarded containers/Bags/Liners and Used oil.

Observations & Discussions: Presentation made by the proponent included the general information about the project, plant layout, raw

material & resource consumption, manufacturing process, water balance diagram & waste water

treatment scheme, hazardous waste generation and its disposal etc. The project proponent requested for

categorizing the project as B2 and to exempt them from carrying out detailed EIA study. Looking to the

small scale of the project, technical aspects of the project, low pollution potential and the details

presented during the meeting, after detailed elaboration, request was considered & the project was

categorized as B2 category project. Following additional information was sought for appraisal of the

project.

1. Land Possession Documents of the proposed site.

2. Project site specific details such as distance of the project site from the nearest (1) Village-Nearest residential area (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary (8) Aanganwadi/School/College/Institute etc. and likely impact on them due to the proposed project along with the mitigation measures proposed to minimize the likely impact. Give satellite image of 5 KM radius.

3. Legal Undertaking stating that unit is complying the three conditions [i.e. water consumption less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in the category of MAH units as per the Management, Storage, Import of Hazardous Chemical Rules (MSIHC Rules), 1989] as per the amendment to EIA Notification, 2006 vide SO 1599 (E) dated 25.06.2014.


5. Proposed monthly production of each grade of resin and product wise monthly consumption of each raw material.

6. Manufacturing process along with chemical reactions, mass balance for each product.

Page 54 of 62


7. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Copy of permission letter obtained from the CGWA or concern authority for drawl of raw water.

8. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative analysis of each waste stream to be generated.

9. Plans for management and disposal of waste streams to be generated from spillage, leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.

10. Details of the ETP including size of each unit, retention time, other technical parameters etc. and its adequacy and efficacy report. Treatment of phenol in the effluent, if any. Action plan for ‘Zero’ discharge of effluent shall be included.

11. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes and to conserve fresh water.

12. Details of provisions to be made for evaporation of industrial effluent. Technical details of effluent evaporation system including evaporation capacity, steam required for evaporation, adequacy of the boilers to supply steam for evaporation in addition to the steam required for the process etc. Techno-economical viability of the evaporation system.

13. Details of possibility of chemical seepage & consequent soil contamination & mitigation measure proposed for the same for the proposed project.

14. Specific details of (i) Details of the utilities required (ii) Type and quantity of fuel to be used for each utility (iii) Flue gas emission rate from each utility (iv) Air Pollution Control Measures proposed to each of the utility along with its adequacy (v) List the sources of fugitive emission along with its quantification and proposed measures to control it.

15. Specific details of fugitive emission from the unit along with its quantification and proposed measures to control it along with measures proposed to monitor VOC within work area. Details of ventilation system proposed in the work area. Measures proposed to keep the work area environment as per the norms of GFR.

16. Details of measures proposed for noise pollution abatement & its monitoring.

17. Details of management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling and its disposal. How the manual handling of the hazardous wastes will be minimized?

18. Methodology of de-contamination and disposal of discarded containers and its record keeping.

19. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat Factories Rules.

20. A detailed EMP including the protection and mitigation measures for preventing impacts on human health and environment as well as detailed monitoring plan with respect to various parameters and responsible head for the environmental management cell and environmental management cell proposed for implementation and monitoring of EMP.

21. Detailed socio-economic development measures including community welfare program most useful in the project area for the overall improvement of the environment.

22. A detailed Green Belt Development Program including annual budget, types & number of trees to be planted, area under green belt development [with map]; along with commitment of the management to

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carry out the tree plantation activities outside the premises at appropriate places in the GIDC area and elsewhere.


24. Details of quantity of each hazardous chemical to be stored, Material of Construction of major hazardous chemical storage tanks, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals. How the manual handling of the hazardous chemicals will be minimized?

25. Details of the separate isolated storage area for chemicals. Details of fire extinguishers, flame proof electrical fittings, DCP extinguishers and other safety measures proposed.

26. Specific safety details / provisions for various hazardous chemicals and detailed fire control plan for flammable substances.

27. Details of possibilities of occupational health hazards from the proposed manufacturing activities and proposed measures to prevent them.

28. Detailed risk assessment report including prediction of the worst-case scenario and maximum credible accident scenario along with damage distances and preparedness plan to combat such situation and risk mitigation measures. Vulnerable zone demarcation.

29. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE, mfg utility staff for safety related measures.

30. A tabular chart with index for point-wise compliance of above details.

The project shall be appraised on satisfactory submission of the above.

17. Indraprasth Residency (Shlok Developers)

F.P.No.89,T.P.S>No.31, (University Campus), Vastrapur, West City, Ahmedabad

Screening & Scoping


Sr. No. Particulars Details 1. Proposal is for Residential building construction project.

2. Type of Project “Indraprasth Residency” (4 BHK residential Apartments) 3. Project / Activity

No. [8(a) or 8(b)] Category ‘B’, 8(a)


Indraprasth Residency


M/s. Shlok Developers


88 Crore

Page 56 of 62



Construction Not Started

8. Project Details Land / Plot Area (m2) : 7,163.0 Total FSI area (m2): 28,637.02 Total BUA (m2): 48,394.20

Permissible Proposed FSI Area (m2) 28652 m² 28637m² Ground Coverage (m2) 3598.15 m² 3598.15 m²

Common Plot Area (m2) 716.30 m² 719.63 m² Max. building height (m) 45 m 45 m

9. Building Details No. of Buildings: 3 Buildings No. of Blocks: 3 Scope of buildings/blocks: 2 level basement + hollow plinth +14 floors. No. & size of Residential Units: 126 Flats, 211.75 m² floor area No. & type of Commercial Units: Not Applicable Details of amenities if any: Not Applicable


Fixed population = 630 persons Floating population = 224person


Water requirement (KL/day): 25 Source of water: Local water tanker supplier/AMC Waste water generation quantity (KL/day): 4 Mode of disposal: Septic tank / Soak pit system Details of reuse of water, if any: None


Fresh water requirement (KL/day): 102 Source of water: AMC Waste water generation quantity (KL/day): 76 Mode of disposal: Sewage will be discharged into AMC drainage

system 13. Status of water

supply and drainage line

AMC water supply/drainage line system is available in the area.


Construction Phase:

Generation (m3)

Quantity to be reused

(m3)


Top Soil 5,043 5043 Will be stored onsite and used for development of greenbelt.

Other excavated earth

44,593

44593

Will be used for re-filling of foundation & plinth, green belt and leveling low lying areas at project site itself, excess (if any) will be sent to another site where need may be exist.

Construction 800 800 Will be used for leveling,

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debris roads, pavements etc. Steel scrap Whatsoever -- Will be returned to supplier

or sold to scarp dealer/ end users.

Discarded packing materials

Whatsoever -- Will be returned to supplier /sold to authorized recycler

Operation Phase: Type of waste Generation

Quantity (Kg/day)



Dry waste 315

Two separate bins (one for dry and one for wet waste) each of 10 L capacity will be provided to each unit. These bins will be emptied in to community bins to be provided at various locations.

The said common community bins will be regularly emptied by A.M.C.

Wet waste

Details of segregation if to be done: yes Two separate bins (one for dry and one for wet waste) each of 10 L

capacity will be provided to each unit. Capacity and no. of community bins to be placed within premises: 16

community bins of 80 lit capacity will be provided at various locations 15. Parking Details Total parking area requirement for the project as per GDCR:

5,730.4 m2 Parking area requirement for residential units as per GDCR:

5,730.4 m2 Total number of CPS requirement for the project as per NBC :

126 CPS Number of CPS requirement for residential units as per NBC :

126 CPS Total Parking area provided (m2) & No. of ECS:

9,006.82 m2 & 283 CPS Parking area provided in basement (m2) & No. of ECS:

8,407 m2 & 262 CPS Parking area provided in hollow plinth (m2) & No. of ECS:

599.82 m2 & 21 CPS 16. Traffic

Management Width of adjacent public roads: 18 m wide road Number of Entry & Exit provided on approach road/s:

Two entry/ exit will be provided. Width of Entry & Exit provided on approach road/s: 7.5 m & 6.0 m Minimum width of open path all around the buildings for easy access of

fire tender (excluding the width for the plantation): 3 m Width of all internal roads: Main internal approach road 7.5 m

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17. Details of Green Building measures proposed.

Use Fly ash paver blocks for pavements/walkways, most of the carpentry structures will be made up of processed engineering wood/ particle board instead of wood, solar lighting will be provided in common sunlit areas, aluminum window frame & marble door frame instead of wood, PVC electrical boards will be provided, maximum use of Portland Pozzolona Cement (PPC) - contains high amount of fly ash, maximum use of Ready Mix Concrete (RMC), rainwater harvesting by recharging the ground water table with provision for 5 percolation wells etc.


Power supply: M/s.Torrent Power Ltd. Maximum demand: Estimated requirement During construction phase: 35 kW and During operation phase: 0.6 MW. Connected load: --

Source: M/s.Torrent Power Ltd. Energy saving by Non-conventional Methods: Solar Lighting will be

provided in common areas Energy saving measures: Maximum use of LED lights, solar lighting in

common sunlit areas, use of variable frequency drive motors, maximum use of natural daylight as well as natural ventilation, use of building material having lower U-value and the insulating material having higher R-value to have optimum energy performance, maximize the use of light and silent colours in the building envelope so that UV absorption is reduced and associated cooling requirements are minimized etc.

DG Sets: Not Provided 19. Fire and Life

Safety Measures Nearest fire station is Bodakdev Fire Station approx. (2.0 km), Time

required for the fire tender to reach at the project site is 5-10 minutes.

During operation phase: Fire extinguishers, fire hydrant system, hose reels, down comers in common areas, manual alarm system, sprinkler system in basement, two nos. of underground water tank each having 100 KL capacity, overhead tanks of capacity 20 KL on each building,

During the construction phase: All electrical fittings/equipments will meet the relevant IS standards, Personal Protective Equipments like earplugs, dust masks, safety shoes, helmets, hand gloves etc. will be provided to all workers, completely concealed copper wiring, “H” frame scaffolds & ladders made of mild steel, all workers will be trained to use welding shields and follow safer practice, provision related to first aid for the construction workers, fire extinguishers in common areas, maintaining hoists and lifts, lifting machines, chains, ropes, and other lifting tackles in good condition, commit to register the project under “The Building & Other Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996”.

20. Details on staircase Type & no. of buildings

No. of floors

Floor area (m2)

No. of staircase


(m)

Travel distance

(m) 3 A G+14 635.27 2 2 16.5 m

(Max) B 635.27 2 2 C 635.27 2 2

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Level of the Ground water table: depth of water level 40m as per CGWB report

No. & dimensions of RWH tank(s): 2 nos. RWH structure of 0.45 m dia. and 40 m depth having rainwater catchment pit and sand filtration media will be provided.

No. and depth of percolations wells : 2 nos., 40 m

Details on Pre-treatment facilities : Before recharging rain water, suitable arrangements of filtering (preferably sand filtration media) will be provided. Gratings at mouth of each drainpipe will be provided on terraces to trap leaves, debris and floating materials. Filter media will be cleaned before every monsoon season. First rain separator will be provided to flush off first rains.During rainy season, the whole system (roof catchment, pipes, screens, first flush, and filters) will be checked before and after each rain and preferably cleaned after every dry period exceeding a month.


Tree covered area (m2) : 972 Area covered by shrubs and bushes (m2):-- Lawn covered area (m2): 461 Total Green Area (m2): 1433 Green Area % of plot area: 20 % No. of trees and species to be planted: Local species such as

Asopalav, Neem, Gulmohar will be preferred for plantation. 23.


(Please specify the activities and break up of budget allocation)

Description Cost (Rs. in Lacs)

Remarks

During Construction

Air pollution control

6 Training of workers to use welding shields and follow safe practice

Service of vehicles and PUC certificate

Provision of tarpaulin sheet covers

Provision of PPE to workers

Waste water management

2 Septic tank / soak pit system.

Solid waste management

2 Making Storage area, collection and disposal

Noise control 0.5 Ear plugs to workers Periodic checking of noisy

machinery Provision of sound enclosures

During Operation

Waste water management

2.0 AMC charges

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Solid waste management

2.0 Provision of bins, AMC charges

Greenbelt development

1 100 nos. of trees planted

Ground water recharge

3 Construction of 2 percolation wells, Water pre-treatment arrangements

Total 18.5 --

24. Dust control measures

Temporary windshield barriers, regular water sprinkling, covering the material with tarpaulin sheet covers during the transportation, Maximum use of Ready Mix Concrete (RMC), uniform piling of sand and proper storage to avoid dusting.

25. Eco friendly building materials

Use of RMC, fly ash paver blocks, carpentry structures made up of processed engineering wood instead wood

26. Details of basic amenities to be provided to construction workers

Adequate sanitation facilities, drinking water, bins for collection of municipal solid waste.

27. Documents related to land possession.

Registrar’s index shows the land in the name M/s Shlok Developers through its partner Shri Dineshbhai M. Patel.

During the meeting, after detailed discussion it was decided to consider the project only after submission of the following:

1. Copy of permission obtained for non-agricultural use of the project site or a copy of

correspondences made in this regard.

Table Agenda: The additional information received from the project proponents, which was sought during various SEAC meetings for granting Environmental Clearance to the projects. The said submissions by the project proponents were considered by the committee during the meeting and as it was found satisfactory, the committee decided to recommend the following projects for grant of environmental clearance.

Sr.No. Name & address of the project

1. Achyutbhai Chinubhai (Residential Project), Nr. Subhash Bridge, F.P.No.306/1,T.P.S.No. 14,Shahibaug, Ahmedabad.

2. Dev Bhoomi , Block No:59, Draft T.P.S.No.42(Bhimrad), O.P.No.19,F.P.No.26,Subplot no.2, Bhimrad, Surat.

3. Bhautikbhai S. Vasoya, Block No:106/A, Valak, Surat

4. Star Galaxy, TP(Variyav),Block No. 1316,O.P.No.66, F.P.No. 54,Variyav, Choryasi, Surat

5. Builtcon Infrastructure (Residential Project), Block No:188,189, 190,192,Ankhol and Hanumanpura, Vadodara.

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6. Sandip Indravdan Upadgyay (Residential Project), R.S.No:184,212,213484,Block No:34, Ankhol, Vadodara.

7. Karamabhumi Heights, Survey Number 86/1/P1, Valsad-Dharampur Road, Town Valsad, Dist: Valsad.

8. Essar’s Associated staff colony , S.No.96,97, Mithoi, Lalpur, Jamnagar. 9. Somabhai R. Patel , F.P.No.28,O.P.No.28, New R.S.No.230/P,(Old R.S.No.356),moje-

Vesu, Draft T.P.S.No.75, (Vesu-Megdalla-Gavier-Abhava),Suratcity, Surat. 10. Suryam Infrastructure, R.S.No.176,177,F.P.No.19, Draft T.P.S.No.112(Odhav),

Ahmedabad 11. Shree Hari Developer, R.S.No.1158/1/1 + 1158/2/1, TPS No.5, FP No.39, Sanand,

Ahmedabad. 12. Hasmukhbhai R.Aahir, Sub Div No.2,F.P.No. 59/A/Paiee,O.P.59, New

248+260+261+264/1 Paikee Sub Plot No:2 Paikee Sub Div No.6, Moje-Vesu, Draft T.P.S.No.75(Vesu-Magdalla-Gavier-Abhava), Surat

13. Alpeshkumar G. Kotadiya, Block No:118,O.P.No. 281,F.P.No.281, Draft T.P.S.No.35(Kumbharia-Saroli-Sania Hemad-Devadh),Saroli, Surat

14. Narendrabhai B.Hirapara, S.N..351,F.P.41, VILL:Mota-Varachha, Surat, 15. Super Residency, Vill:Santej, Rakanpur, Taluka: Kalol, Dist:Ahmedabad. 16. M/S Shrimad Rajchandra Adhyatmik Satsang Sadhana Kendra, S.N.501/1,

VILL:Dharampur,Valsad, 17. Nasmed Adhana Townsip (Arvind Infrastructure Ltd.), 25,26,27,28,55,56,574,575,

576, 578,580,581,583/2,582,584 of Nasmed Village and 336,339, 346,347, 347/1, 347/p1, 347/p2,348,349,350,352/1,352/2353/1,353/2,355,355/1,356,357,357/1p1,357/1p2,358, 359/2,363,364,365/1,366,367,368,369,370,371,374,376,379/p1,379/2,351,335,375,365/2,337,338,360,361 of Adhana Village, Nasmed and Adhana, Kalol, Gandhinagar.

18. Agricultural Produce Market Committee (Retail and Wholesale Market) , Plot No:1651/A,1651/B,1707, 1711(Ward no.4), Surat.

19. Rahil Malaviya, Block No.128/p,129, Devadh, Choryasi, Surat. 20. Gokulam Bunglow, Block No:864, Moje:Mota, Bardoli, Surat. 21. Gokulam Twin Bunglow, Block No:862/P/1 & 862/P/2, Moje:Mota, Ta:Bardoli, Surat. 22. Shiv Shakti Township, S.No.88,89,90/1,166/2, Village:Saran, Ta:Pardi, Dist:Valsad 23. Akibah Heights (Myco Infra Pvt. Ltd.), R.S.No.593,F.P.No.49/1,O.P.No.49,S.P.No.1

Draft,T.P.S.No.85, Sarkhej, Ahmedabad 24. Ebiza, R.S.No.592, O.P.No.10, F.P.No.10, T.P.S.No.82, Moje:Dumas, Ta:Choryasi,

Dist:Surat 25. Maitri Lake view, ZundaL s.No.511/ 1+2 & 515/1+2+3, Gandhinagar. 26. Hanuman DarshanCo.Op.Housing So. Ltd., (Vibhag-4), S.No.70/2, F.P.No.172,

O.P.No.172, T.P.S.No.50, Bodakdev, Ahmedabad.

The following proponents did not remain present during the meeting:

1. Sakar Glazed Tiles Pvt., S.No.46/2, Rajpur, Mansa, Gandhinagar.

2. Laxmi Enclave (A Project of Laxmi Shelter), T.P.No.19,S.No.271

F.P.No.122,Katargam, Surat.

3. Champakbhai M. Sopariwala, T.P.46(Jahangirpura) O.P.No.36, F.P.No.83, Block

No.96, Jahangirpura,Surat.

It was decided to call them (sr. no.2 & 3) in one of the upcoming meetings of SEAC.

The project proponents at sr. no. (1) above i.e. M/s: Sakar Glazed Tiles Pvt. Ltd. have submitted a letter for exempting them from obtaining environmental clearance.

As per their letter dated 20/08/2014, PP requested to exempt from obtaining

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environmental clearance as per the amendment in EIA notification dated 25/06/2014.

This project was for installing gas based power plant of 1 MW capacity. As per the

amendment in EIA notification dated 25/06/2014, Gas based power plants having

capacity less than 50 MW are exempted. In view of this, the request was considered by

the committee and it was decided to delist the proposal from the list of the applications

for getting Environmental Clearance pending with SEAC, Gujarat and to close the file.

Meeting ended with thanks to the Chair and the Members.

--------------------------------

Minutes approved by:

1. Shri T. P. Singh, Chairman, SEAC.

2. Shri V. C. Soni, Member, SEAC.

3. Dr. Mayuri Pandya, Member, SEAC.

4. Shri Natarajan Pratap, Member, SEAC.

5. Shri V.N.Patel, Member, SEAC.

6. Shri R. J. Shah, Member, SEAC.

7. Shri K. C. Mistry, Secretary, SEAC.